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HomeMy WebLinkAboutPLANS New SFD 2746 Ypsilon Cir 2022-20-071 0 . 0 0 ' 13.00 ' 4 5 . 0 0 ' 19.67 ' 1 . 6 7 ' 22.00 ' 1.67' 1.00' 8 . 6 7 ' 1.83' 7 . 3 3 ' 1.83' 3 9 . 0 0 ' 29.67 ' 24.4' 24.8' 16.4' 26.3' NEW 12.0' CONCRETE DRIVEWAY PROPOSED RESIDENCE MAIN FFE=7987.6' BASEMENT/GARAGE FFE=7977.1' MAIN LEVEL DECK P A T I O A T G R A D E ( L O W E R L E V E L ) TOW=7983.7' BOW=7978.0' TOW=7984.8' BOW=7982.3' TOW=7979.9' BOW=7977.0' TOW=7980.2' BOW=7977.1' 7975 7973 7974 7976 7977 7 9 7 7 7980 7981 7980 79 7 9 7981 7 9 7 7 7 9 7 5 79 7 6 2 . 4 % 5 . 9 % 9 . 0 % 1. 5 % ∆ (∆ 4" SDR35 SANITARY SERVICE TO MAIN ELECTRIC SERVICE TO MAIN 3/4" TYPE-K COPPER WATER SERVICE TO EX. VALVE ±30 L.F. ROCK RETAINING WALL PROVIDE POSITIVE DRAINAGE AROUND RESIDENCE WITH SWALE PROVIDE POSITIVE DRAINAGE AROUND RESIDENCE WITH SWALE 77.10 77.10 76.91 76.73 74.84 74.63 76.48 ENTRY STAIRS GAS SERVICE TO MAIN 79 8 2 MAIN LEVEL DECK ±15 L.F. ROCK RETAINING WALL <=3' IN HEIGHT 22.7' 10.6' 10.7' YPS I L O N C I R C L E ( P A V E D ) 72.02 MATCH EX. 72.51 MATCH EX. HIGH TREE WILDFIRE HAZARD BOUNDARY 30 " M I N . Ø L A R G E BO U L D E R S KE Y I N M I N . 1 8 " I N T O NA T I V E S O I L 10 ' M A X . NOTE: STAGGER VERTICAL JOINTS BETWEEN COURSES NATIVE SOIL PROVIDE POSITIVE DRAINAGE AWAY FROM WALL 4" PERFORATED DRAIN PIPE TO DAYLIGHT WATER VALVE 1191 WOODSTOCK DRIVE, ESTES PARK, CO 80517 www.trailridgece.com * 970-308-8221 * dbangs@trailridgece.com© 2022 DAB 10' SCALE: 1" = 10' 0 20' SITE PLAN LOT 7A MOUNTAIN MEADOW SUBDIVISION OWNER BRUNI 2746 YPSILON CIR ESTES PARK, CO 80517 ENGINEER/CONTACT PERSON TRAIL RIDGE CONSULTING ENGINEERS, LLC 1191 WOODSTOCK DRIVE ESTES PARK, CO 80517 ZONING INFORMATION ZONE: A1 - ACCOMMODATIONS MINIMUM BUILDING SETBACK: FRONT - 25'-ARTERIALS, 15'-OTHER STREETS; SIDE - 15'; REAR - 10' SURROUNDING ZONING:A1 - ACCOMMODATIONS GENERAL NOTES 1. THIS SITE PLAN IS REPRESENTATIONAL ONLY AND IS NOT TO BE INTERPRETED AS A BOUNDARY SURVEY NOR IMPROVEMENT SURVEY. 2. BEARINGS FOR THIS SURVEY ARE BASED ON PROPERTY MONUMENTS FOUND ON THE EAST LINE OF THE PROPERTY, BEARING S36°23'15"E. RECORDED BEARINGS PER AMENDED PLAT OF MOUNTAIN MEADOW SUBDIVISION ARE ROTATED 00°52'15" COUNTER-CLOCKWISE TO MATCH THE MEASURED GEODETIC BEARINGS. 3. ONLY VISIBLE SURFACE UTILITIES ARE SHOWN HEREON. TRAIL RIDGE CONSULTING ENGINEERS DID NOT CALL FOR UNDERGROUND UTILITY LOCATES PRIOR TO THE FIELD SURVEY AND DOES NOT WARRANT THE LOCATIONS OF THE UTILITIES AS SHOWN HEREON. THAT RESPONSIBILITY LIES WITH THE OWNER/CONTRACTOR. 4. CONTOURS SHOWN HEREON ARE AT A 1-FT INTERVAL AND ARE BASED ON A TOPOGRAPHIC SURVEY COMPLETED BY TRAIL RIDGE CONSULTING ENGINEERS, LLC. 5. THE ENTIRETY OF THE SUBJECT PROPERTY FALLS WITHIN THE MAPPED GEOLOGIC HAZARD AREA - DEBRIS FAN, PER TOWN OF ESTES PARK HAZARD MAPPING. A PORTION OF THE PROPERTY FALLS WITHIN THE MAPPED WILDFIRE HAZARD AREA - HIGH TREE WILD FIRE, PER TOWN OF ESTES PARK HAZARD MAPPING, AS SHOWN HEREON. LEGAL DESCRIPTION VERBATIM FROM DEED RECORDED A THE LARIMER COUNTY CLERK AND RECORDERS OFFICE AT RECEPTION NO. 20200006827 LOT 7A, AMENDED PLAT OF MOUNTAIN MEADOW SUBDIVISION. COUNTY OF LARIMER, STATE OF COLORADO PROPOSED 8/2/22 SOFFITS (EAVES) WITHIN 5 FT SETBACK SHALL BE PROTECTED WITH FIRE RESISTANT MATERIALS. NO OPENINGS ALLOWED scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation Basement Plan Floor Plan Upper Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan W15W15 W12W12 D22D22 W15W15 W01W01 W06W06W16W16 8 12 3 12 8 12 Top of Subfloor - Foundation -10.50' Top of Subfloor - 1st Floor 0.00' 126" Highest Rough Ceiling 9.09' 109 1/8" Highest Ridge 20.59' 138" CULTURED STONE VENEER WOOD LAP SIDING 6" EXPOSURE 40 YEAR ASPHALT SHINGLES 36" METAL RAILING 36" METAL RAILING RECESSED ARCHWAY GABLE BRACKET 2x8 SHADOW BOARD 2x12 FASCIA METAL CHIMNEY CAP 2x12 FRIEZE W15W15 W12W12 D22D22 W15W15 W01W01 W06W06W16W16 W05W05 D28D28 W10W10 W09W09W13W13 D18D18 W02W02 8 12 3 12 23'-6" CULTURED STONE VENEER WOOD LAP SIDING 6" EXPOSURE 40 YEAR ASPHALT SHINGLES 36" METAL RAILING 2x8 SHADOW BOARD 2x12 FASCIA 36" METAL RAILING GABLE BRACKET 2x12 FRIEZE AVERAGE GRADE MEDIAN OF HIGHEST ROOF PLANE W05W05 D28D28 W10W10 W09W09W13W13 D18D18 W02W02 DN UP N 0 5 10 20 ATTIC ACCESS 22x30 F FFF Section F 92.1' 7 5 . 4 ' 98.8' 8 1 . 9 ' 16.6' 22' 3 7 .6'35.7' 1 9 .8 ' 2 0 .5 ' 40.8' 1 6 .3 ' 91.1' 7 9 9 0 7985 7 9 8 0 7 9 7 5 7970 7 9 6 5 7960 Deck Lower Level Patio Conc. Deck Proposed Residence Conc. Drive Planter Stone Retaining Wall Stone Steps Ypsilon Circle Lot 7A Mountain Meadow Subdivision Estes Park CO 2746 Ypsilon CircleGAS FIREPIT HOT TUB scale 1"=20' Site Plan A-1 TITLE PAGE. SITE PLAN, ELEVATIONS, NORTH & EAST A-2 ELEVATIONS SOUTH & WEST A-3 LEVEL 0 FLOOR PLAN, LEVEL 1 FRAMING DIAGRAM A-4 LEVEL 1 FLOOR PLAN, ROOF PLAN A-5 WINDOW AND DOOR SCHEDULES A-6 SECTION DETAIL "A" A-7 SECTION DETAILS "B,C,D" A-8 SECTION DETAILS "E,F", GABLE BRACKET DETAILS A-9 TYPICAL DETAILS, PLANTER BOX DETAILS A-10 ELECTRICAL PLANS SHEET INDEX 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-1 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 SERVICE DESCRIPTION WILDERMAN DESIGNS, TODD WILDERMAN (DESIGNER) PROVIDES ARCHITECTURAL DESIGN AND DRAFTING FOR ALLOWED PROJECTS PER COLORADO STATUTE. THE INTENT OF THIS SERVICE IS TO PROVIDE OVERALL CONCEPT COMMUNICATION. EXACT SPECIFICATIONS MAY VARY FROM WHAT IS ON THE PLANS AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR CLIENT TO VERIFY AND ADJUST AS NEEDED. PROJECTS REQUIRING PROFESSIONAL ENGINEERING OR OTHER PROFESSIONAL SERVICE SHALL HAVE DRAWINGS AND SPECIFICATIONS PROVIDED BY ASSOCIATED PROFESSIONALS IN THESE FIELDS OF SERVICE. CONTRACTOR OR CLIENT SHALL COORDINATE INFORMATION AND ADJUST AS NEEDED. DESIGNER MAKES NO CLAIM OF ACCURACY OR EXACTNESS AND THE PROJECT SHALL BE ASSEMBLED ACCORDING TO ALL APPLICABLE CODE, REGARDLESS OF WHAT IS, OR IS NOT ON THIS SET OF PLANS. CLIENT UNDERSTANDS THAT THERE IS NO ARCHITECTURAL STAMP OR LICENSE ASSOCIATED WITH THESE PLANS. CLIENT AND CONTRACTOR WILL INDEMNIFY AND HOLD DESIGNER HARMLESS FROM ANY AND ALL CLAIMS AS A RESULT OF THE USE OF THESE PLANS. THESE PLANS AND THE ASSOCIATED DESIGN ARE THE PROPERTY OF THE DESIGNER AND SHALL NOT BE USED OR TRANSFERRED WITHOUT EXPRESS PERMISSION OF DESIGNER. GENERAL NOTES 1.DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS - MAY NOT BE PRINTED TO SCALE 2.ENGINEERING DRAWINGS, NOTES AND SPECIFICATIONS TAKE PRECEDENCE OVER THESE PLANS. 3.ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE CODE, REGARDLESS OF WHAT IS, OR IS NOT ON THIS SET OF PLANS. 4.PLANS ARE INTENDED TO CONFORM TO INTERNATIONAL RESIDENTIAL CODE 2015, DESIGNER (WILDERMAN DESIGNS LLC - TODD WILDERMAN) MAKES NO GUARANTEE OF COMPLIANCE AND IS NOT RESPONSIBLE FOR CONSTRUCTION COMPLIANCE OR SUPERVISION. THE CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL APPLICABLE CODE AND MAKE ADJUSTMENTS AS NECESSARY TO MAINTAIN COMPLIANCE. USE OF THESE PLANS IMPLIES AGREEMENT WITH THIS STATEMENT. 5.DIMENSIONS ARE TO FACE OF STUD. EXTERIOR WALLS TO BE 2X6, INTERIOR 2X4 UNLESS NOTED OTHERWISE. 6. WALL BEHIND CLOTHES DRYER TO BE 2X6 7. FOUNDATION DESIGN, STRUCTURAL SPECIFICATIONS, BEAMS, CONNECTIONS, FOUNDATION DRAIN, SITE DRAINAGE, LOAD CALCULATIONS, WIND LOAD, SNOW LOAD, FLOOR AND ROOF LOAD, SOIL BEARING CAPACITY, SOIL EXPANSION ETC. TO BE PER LICENSED ENGINEER. ALL NOTATIONS AND SPECIFICATIONS ON THESE PLANS ARE FOR REFERENCE AND COMMUNICATION. ENGINEERING SPECIFICATIONS TAKE PRECEDENCE REGARDLESS OF WHAT IS OR IS NOT ON THIS SET OF PLANS. 8. WINDOWS - BRAND TO BE DETERMINED - ALL WINDOWS WITHIN 24" OF DOORS, INSTALLED AT STAIRWAYS, INSTALLED NEXT TO BATH TUBS OR IN SHOWERS, AND ANY PANE OVER 9 SQ.FT., SHALL HAVE TEMPERED GLASS. WINDOW SUPPLIER AND CONTRACTOR TO VERIFY. 9. EGRESS - WINDOWS IN BEDROOMS OR OTHER HABITABLE ROOMS, SHALL HAVE EGRESS OPENING OF A MINIMUM OF 5.7 SQ.FT., MINIMUM WIDTH OF 20", MINIMUM HEIGHT OF 24", NOT MORE THAN 44" ABOVE ADJACENT FLOOR. BASEMENT WINDOWS SHALL HAVE APPROPRIATE EGRESS WINDOW WELL AND EGRESS LADDER WHEN THE BOTTOM OF THE WINDOW WELL IS MORE THAN 44" BELOW GRADE. 10. ALL MECHANICAL AND HEATING EQUIPMENT TO BE INSTALLED PER CODE. PROVIDE APPROPRIATE EXHAUST VENT AND COMBUSTION VENTING. CONSULT CODE. CLIMATE ZONE 5B (dry) FENESTRATION U-FACTOR 0.32 INSULATION VALUES CEILING MIN R-49 WALL MIN R-20 THIS PLAN - R-23 CAVITY +R-6 CONTINUOUS SLAB MIN R-10 FLOOR MIN R-30 CODE NOTES PROJECT PROJECT INFORMATION CODES BUILDING INFORMATION OCCUPANCY GROUP:IRC/SFD CONSTRCTION TYPE:V-B NS STORIES:1 HEIGHT:23.5' AVERAGE GRADE TO MID POINT OF HIGHEST ROOF BEDROOMS: 4 AREA:LEVEL 0 1529 S.F. LIVING AREA 664 S.F. GARAGE LEVEL 1 1903 S.F. LIVING AREA 276 S.F. CONCRETE DECK 346 S.F. DECK 2015 INTERNATIONAL RESIDENTIAL CODE, W/ ESTES VALLEY REQUIREMENTS CONTRACTOR: KINLEY BUILT - 970-225-4865 NATHAN@KINLEYBUILT.COM ENGINEER: TBD ARCHITECTURAL: WILDERMAN DESIGNS LLC 303-591-3536 DESIGNSTUDIO7@COMCAST.NET SINGLE FAMILY DWELLING CORRECTIONS A-1 CODE NOTES AND REFERENCES CHANGED TO REFLECT IRC 2015 A-3 ADDED NOTES FOR CEILING FINISH ON LEVEL 0 FLOOR PLAN PER R302.13 scale 1/4"=1'-0" North Elevation scale 1/4"=1'-0" East Elevation Construction Plans 7/20/22 SAFEbuilt APPROVED Subject to Inspection and Compliance to all relevant Adopted Building Codes Changes to Plans must be approved DATE_______ BY_________ CODE___________________ 8/29/22 2015 IRC Dori Wataha Rim joist shall have an air barrier on the interior between each joist. All architectural plans, engineered foundation plans, soils reports, truss drawings, energy code report or ResCheck must be onsite for inspections. All irrigation sprinklers taps shall be protected by an approved back flow device. SOFFITS (EAVES) WITHIN 5 FT SETBACK SHALL BE PROTECTED WITH FIRE RESISTANT MATERIALS. NO OPENINGS ALLOWED 2015 I-CODES 2015 IECC 90% of Lamps Shall Be High Efficiency 2015 IECC All Ductwork located outside the Thermal Envelope Shall be tested for Leakage THIS STRUCTURE MUST CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE Reviewed by SAFEbuilt SEE APPROVED RESCHECK D23D23 W11W11 D23D23 W11W11 8 12 WOOD LAP SIDING 6" EXPOSURE 40 YEAR ASPHALT SHINGLES GABLE BRACKET 2x8 SHADOW BOARD 2x12 FASCIA 36" METAL RAILING 2x12 FRIEZE D23D23 W11W11 D23D23 W11W11 W06W06W06W06 W14W14 W06W06 W14W14 W06W06 W08W08 W14W14 W07W07 W08W08 W14W14 W04W04W03W03W04W04W03W03 W08W08 W07W07 W08W08 36" METAL RAILING CULTURED STONE VENEER WOOD LAP SIDING 6" EXPOSURE 40 YEAR ASPHALT SHINGLES 2x8 SHADOW BOARD 2x12 FASCIA METAL CHIMNEY CAP STONE RETAINING WALL PER GRADE GABLE BRACKET 2x12 FRIEZE W06W06W06W06 W14W14 W06W06 W14W14 W06W06 W08W08 W14W14 W07W07 W08W08 W14W14 W04W04W03W03W04W04W03W03 W08W08 W07W07 W08W08 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-2 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation North Elevation Basement Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation First Floor Framing Plan Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Construction Plans 7/20/22 Reviewed by SAFEbuilt ALL DECK MATERIAL TO BE TREATED, NATURALLY DURABLE, OR OTHER APPROVED MATERIAL WITH APPROVED HANGERS, BRACKETS, AND FASTENERS. LANDINGS, STAIRS, GUARDS AND RAILS PER R311 & R312 ROOF SLOPES FROM 2/12 TO 4/12 REQUIRE DOUBLE UNDERLAYMENT PROVIDE ENGINEERS STAMPED TRUSS SHEETS FOR INSPECTION VENTS 12" ABOVE ROOF ICE AND WATER SHIELD Roof assemblies shall be applied in accordance with chapter 9 of 2015 IRC and manufacturer’s installation instructions ROOF VENTILATION PER R806 HOUSE WRAP REQUIRED scale 1/4"=1'-0" Front Elevation First Floor Plan Second Floor Plan scale 1/4"=1'-0" Rear Elevation scale 1/4"=1'-0" Right Side Elevation scale 1/4"=1'-0" Left Side Elevation North Elevation Basement Plan Main Floor Plan Upper Floor Plan scale 1/4"=1'-0" South Elevation scale 1/4"=1'-0" East Elevation scale 1/4"=1'-0" West Elevation Second Floor Framing Plan Roof Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan scale 1/4"=1'-0" Level 0 Floor Plan SB2422R SB2422L B1822R SB2422RB2422SB2422L B15R SB24RB33 LCB36RB33 B12R DW24 SB2422R SB2422L B1822R SB2422RB2422SB2422L B15R SB24RB33 LCB36RB33 B12R DW24 WH Wine Cellar W3336 W3336 W3636 D12D12D12D12 D15D15 D11D11W12W12 W04W04 W03W03 D03D03D13D13D05D05 D16D16 D10D10 D10D10 D09D09 D17D17 D04D04D14D14 D07D07 D01D01 D08D08 D02D02 D18D18 W02W02 W10W10 D06D06 UPUP UP 6x BEAM 6x BEAM 6 x B E A M 6x6 Post6x6 Post6x6 Post 6x6 Post6x6 Post 6 x 6 P o s t 6 x 6 P o s t 6 x 6 P o s t 6x6 Post C CCC Section C E2E2 Exterior Elevation Front Exterior Elevation Left E4E4 Exterior Elevation Back E5E5 Exterior Elevation Right A A A A Section A B B B B Section B S5S5 Cross Section 5 D D D D Section D E EEE Section E F FFF Section F 2' 6'-10 1/2" 7'-5" 1'1'9'2'9'1'5'-2"8'-8"4'-10" 19'-8"22'1' 8'-11 1/2" 3'-5" 12'-4 1/2" 2'-4" 16'-3 1/2" 2'-4" 11'-8" 10' 45' 30' 1'-8" 2'-0 1/2" 11'-7" 2'-5" 8'-8" 7'-4" 16'-1 1/2" 16'-0 1/2" 6'-10" 55' 23'-4" 14'-6 1/2"7'-4 1/2"3'-11"3'-10" 29'-8"13' 7'-4"6'-11 1/2"4'-4 1/2"24' 6'-2 1/2"6' 3'-2" 6'-0 1/2" 10'-8 1/2"1'-6"4'-7"10'-1"2'-4"13'-5 1/2" 6'-1 1/2" 3'-7" 6'-4" 7'-2"6'-1 1/2"1'-3"2'-6"12'-0 1/2" 18'-7 1/2"8'-8 1/2"15'-4" 6'-8" 1'-10" 10'-8 1/2"2'-3 1/2" 42'-8" 9'-5 1/4" 3'-8" 2'-4" 3'-2 1/4"5'-7 5/16"5'-1 1/16"5'-6" 620 sq ft 1529 sq ft 211 sq ft 187 sq ft 10 sq ft 277 sq ft 40 sq ft 18 sq ft 11 sq ft 114 sq ft 10 sq ft 11 sq ft 38 sq ft 11 sq ft 35 sq ft 40 sq ft 12 sq ft 197 sq ft 55 sq ft 12 sq ft Living Area Garage Bedroom 2 Bedroom 4 Bedroom 3 Bath 3 Bath 3 Utility Laundry Linen ClosetCloset Family BAR AREA Bath 2 Hall Shower Closet Closet Closet Closet DOG WASH GAS FIRE PIT HOT TUB 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 2x6 5/8" TYPE X GYP ON ALL GARAGE WALLS AND CEILING5/8" GYP CEILINGS (TYP) ALL ROOMS 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists 11-7/8" Joists LVL Beam Flush Steel-I Beam Dropped 6x BEAM 6x BEAM 6 x B E A M LVL FlushLVL Flush Steel-I Beam Dropped 6x6 Post6x6 Post6x6 Post 6x6 Post6x6 Post 6 x 6 P o s t 6 x 6 P o s t 6 x 6 P o s t 6x6 Post FF Section F 15'-9 1/2"3'-5 1/2"23'-5" 4'-11"18'-6" 6'-7 1/2" 3'-5 1/2" 16'-9" 18'-6"8'-4 1/2"15'-9 1/2" 10'-1" 6'-2 5/8"13'-5 15/16" 7'-9 13/16"8'-7 1/4"4'-2" 9 '-6 3 /1 6 " 9 '-9 7 /1 6 "2 1 '-1 9 /1 6 " 1 '-0 3 /1 6 " 7 ' - 6 5 / 1 6 " 3'-5 3/16" 4'-8 1/16" 5'-11 3/8" 21'-3 15/16" 11'-10 3/4" 2'-2 3/8" 8'-1 1/2" 1'-1 1/2" 7'-6 9/16"1'-11 3/8" 1 4 ' - 1 1 1 / 4 " 1'-1" 1 ' - 1 1 / 4 " 12'7'-1 1/2" 1'-8" 13'-8" 10' 29'-8" 15'-4"14'-8" 7'-4" 8' 12'12' 29'-8" 39' 7'-4" 7' 1'22'1'-2 1/2" 13' 15'-7"14'-1" 12'-8"10'-9" 15'-8" 24'-2 1/2"18'-5 1/2" 1'-10" 8"23'-6 1/2" 9 7 ° 3 0' 9 0 ° 9 7° 3 0' 1 0 5 ° STAIR OPENING DROPPED FRAMING W/ CONCRETE DECK ABOVE Bearing Wall Bearing Wall Bearing Wall 2x8 Deck Joists V E R I F Y W / E N G I N E E R I N G Bearing Wall Bearing Wall Bearing Wall Bearing Wall Bearing Wall Bearing Wall POINT LOAD FROM ABOVE scale 1/4"=1'-0" Level 1 Floor Framing Diagram 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-3 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7/20/22 Reviewed by SAFEbuilt SD SD SDEGRESS WINDOW EGRESS WINDOW SD/COD SD/COD PROVIDE ONE PROGRAMMABLE THERMOSTAT. GFCI GFCI ALL OUTLETS GFCI ALL OUTLETS GFCI 20-MINUTE RATED DOOR SELF CLOSING AND WEATHER STRIPPED FAN FAN OUTLETS REQUIRED PER WALL SPACING WATER HAMMER ARRESTORS TO BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED ATTACH COPY OF ENERGY COMPLIANCE TO ELECTRICAL PANEL COMBUSTION AIR (1 HIGH : 1 LOW) MAINTAIN ALL REQUIRED CLEARANCES TO GAS APPLIANCES 1/2" DRYWALL REQUIRED FOR ENCLOSED USABLE SPACES UNDER STAIRS Per IRC Section R302.13, Fire Protection of Floors is Required LANDINGS, STAIRS, GUARDS AND RAILS PER R311 & R312BACKWATER PROTECTION REQUIRED AT ALL BASEMENT LEVEL PLUMBING DRAINS 2015 IECC section R402.4.4 Appliances must be direct vent (combustion and exhaust) or the mechanical equipment must be located within a room entirely isolated from the rest of the buildings thermal envelope in accordance with R402.4.4 Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan scale 1/4"=1'-0" Roof Plan Main Floor Framing Plan Roof Framing Plan scale 1/4"=1'-0" Level 1 Floor Plan B39 B39 B30 micro B30 micro B39 B39 DN LCB36R B12R B15R SB36 DW24 B1522L SB2422RB1522R B1522LSB2422L B18L B42 LCB36R B12R B15R SB36 DW24 B1522L SB2422RB1522R B1522LSB2422L B18L B42 U212496R DCW2442R W2442R W2142R W392724 W3042 W3042 W1842L W07W07 W08W08 W14W14 W06W06 W06W06 W06W06W16W16W06W06 W09W09 D22D22W15W15 W13W13 W05W05 D23D23 W11W11 D27D27 D24D24 D26D26 D19D19 D20D20 D29D29 D28D28 2868 2868 D21D21 D25D25 UP ATTIC ACCESS 22x30 Glu=Lam Beam 6x12 Beam 8x Beam 4x8 Beam 2x8 Beam 2x8 Beam 4x8 Beam 4x8 Beam 4x8 Beam 4x8 Beam 4x8 Beam 4x8 Beam 8x Beam 8x8 Post 6x6 Post C CCC Section C E2E2 Exterior Elevation Front E3E3 Exterior Elevation Left E4E4 Exterior Elevation Back E5E5 Exterior Elevation Right A A A A Section A B B B B Section B S5S5 Cross Section 5 D D D D Section D E EEE Section E F FFF Section F 5'-10 1/2" 4'-11" 6'-3"5'-9"3'-6"3'-2"5'-3"6'-9"6'-9"5'-3" 12'6'-8"24' 42'-8" 6'-1" 3'-11" 6'-3" 17'-8" 5'-9" 10' 29'-8" 1'-8" 55' 3' 10'-8" 13'-8" 7'-6 1/2"8'1'-11"11'-1" 14'-1 1/2"15'-6 1/2"13' 42'-8" 6'-4 5/8" 11'-9" 5'-3 3/8" 5'-9" 5' 8'-8" 7'-4" 7'-5" 10'-9" 6'-6" 3'-6 1/2" 10'-9 1/2" 55' 6"7'-6 1/2"1'-11 7/16" 14'-10" 2'-9 1/8" 20'-11 5/16"1'-11 3/4" 7 '-2 " 3 '-3 " 1 0 '-8 1 /2 "2 1 '-1 1 /2 " 1 4 ' - 1 1 9 / 1 6 " 7 ' - 6 3 / 8 " 14'-6"2'-4 1/2"6'-3"3'-9"2'-4 1/2"13'-5" 6'-9" 3'-9" 5'-6 1/2" 4'-1 1/2" 9'-6" 1'-10" 3'-5" 5'-0 1/2"8'-8"1'-8" 15'-9 1/2" 7'-2 1/4"6'-11 1/4" 4'-11" 4'-8"8'-9" 8'-4 1/4" 7'-8 1/16" 4'-1" 5'-10" 10'-1 1/2" 9 7° 3 0' 1 0 5 ° 9 0 ° 9 7 ° 3 0' 534 sq ft 1903 sq ft 73 sq ft 110 sq ft 258 sq ft 50 sq ft 344 sq ft 9 sq ft 88 sq ft 141 sq ft 21 sq ft 124 sq ft 263 sq ft 36 sq ft 8 sq ft 239 sq ft 19 sq ft 28 sq ft 22 sq ft 10 sq ft Living Area Deck Master Bath 1 Office Pantry Master Bdrm 1 Living Kitchen Balcony Closet Dining LAUNDRY Entry Brm 1/2 Bath Stairwell Closet Laundry W/C Shower Hall VAULTED CEILING VAULTED CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING 9' CEILING GAS RANGE W/ VENT HOOD GAS FIREPLACE 8 : 128 : 12 8 : 12 8 : 12 8 : 12 8 : 12 3 : 12 RaftersRafters Rafters Trusses Trusses 3 : 12 3 : 12 8 : 12 Trusses Glu=Lam Beam 6x12 Beam 8x Beam 4x8 Beam 2x8 Beam 2x8 Beam 4x8 Beam 4x8 Beam 4x8 Beam 4x8 Beam 4x8 Beam 4x8 Beam 8x Beam 8x8 Post 6x6 Post FF Section F 7'-8" 2'-2 7/8" 1'-6" 1'-4" 6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 2'1'-10"1'-10"1'-10"1'-10"1'-10"1'-10" 8'-4 1/4" 5:12 vaulted ceiling non-structural Pergola 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-4 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7/20/22 Reviewed by SAFEbuilt ALL OUTLETS GFCI LANDINGS, STAIRS, GUARDS AND RAILS PER R311 & R312 ALL DECK MATERIAL TO BE TREATED, NATURALLY DURABLE, OR OTHER APPROVED MATERIAL WITH APPROVED HANGERS, BRACKETS, AND FASTENERS. PER. MANUFACTURERS SPECS. EGRESS WINDOW MAX DRYER DUCT LENGTH 35' SUBTRACT 5' FOR EVER 90 DEGREES AND 2.5' FOR EVERY 45 DEGREES. FAN GFCI FAN GFCI OUTLETS REQUIRED PER WALL SPACING WATER HAMMER ARRESTORS TO BE INSTALLED WHERE QUICK CLOSING VALVES ARE UTILIZED SD SD/COD Roof assemblies shall be applied in accordance with chapter 9 of 2015 IRC and manufacturer’s installation instructions PROVIDE ENGINEERS STAMPED TRUSS SHEETS FOR INSPECTION ROOF SLOPES FROM 2/12 TO 4/12 REQUIRE DOUBLE UNDERLAYMENT Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan DOOR SCHEDULE NUMBER LABEL ROOM NAME QTY FLOOR SIZE WIDTH HEIGHT DESCRIPTION COMMENTS D01 2068 LINEN/HALL 1 0 2068 R IN 24 "80 "HINGED-DOOR P01 D02 2668 BEDROOM 2/HALL 1 0 2668 L IN 30 "80 "HINGED-DOOR P01 D03 2668 BEDROOM 2/BATH 2 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D04 2868 LAUNDRY/HALL 1 0 2868 L IN 32 "80 "HINGED-DOOR P01 D05 2868 LAUNDRY/UTILITY 1 0 2868 R IN 32 "80 "HINGED-DOOR P01 D06 3068 BEDROOM 4/FAMILY 1 0 3068 L IN 36 "80 "HINGED-DOOR P01 D07 3068 FAMILY/GARAGE 1 0 3068 R EX 36 "80 "EXT. HINGED-SLAB 1-3/8" S.C. FIRE DOOR W/ CLOSER D08 4868 BEDROOM 2/CLOSET 1 0 4868 L/R IN 56 "80 "DOUBLE HINGED-DOOR P01 D09 5068 BEDROOM 3/CLOSET 1 0 5068 L IN 60 "80 "SLIDER-PANEL D10 5068 BEDROOM 4/CLOSET 2 0 5068 R IN 60 "80 "SLIDER-PANEL D11 6068 BEDROOM 4 1 0 6068 R EX 72 "80 "EXT. SLIDER-GLASS PANEL D12 9080 GARAGE 2 0 9080 108 "96 "GARAGE-C21-ARCH3 D13 2668 BATH 3/BATH 3 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D14 2668 BATH 3/HALL 1 0 2668 R IN 30 "80 "HINGED-DOOR P01 D15 2668 BEDROOM 3/HALL 1 0 2668 L IN 30 "80 "HINGED-DOOR P01 D16 4868 CLOSET/BEDROOM 2 1 0 4868 L/R IN 56 "80 "DOUBLE HINGED-DOOR P01 D17 5068 CLOSET/FAMILY 1 0 5068 R IN 60 "80 "SLIDER-PANEL D18 6068 FAMILY 1 0 6068 R EX 72 "80 "EXT. SLIDER-GLASS PANEL D19 2468 1/2 BATH/HALL 1 1 2468 L IN 28 "80 "HINGED-DOOR P01 D20 2668 BRM/KITCHEN 1 1 2668 L IN 30 "80 "HINGED-DOOR P01 D21 2668 LAUNDRY/W/C 1 1 2668 R IN 30 "80 "HINGED-DOOR P01 D22 3076 ENTRY/BALCONY 1 1 3076 L EX 36 "90 "EXT. HINGED-DOOR E21 D23 3076 KITCHEN/DECK 1 1 3076 L EX 36 "90 "EXT. HINGED-GLASS PANEL D24 3468 CLOSET/HALL 1 1 3468 L/R IN 40 "80 "DOUBLE HINGED-DOOR P01 D25 3076 MASTER BATH 1/MASTER BDRM 1 1 1 3076 R IN 36 "90 "HINGED-DOOR P01 D26 4076 KITCHEN/MASTER BDRM 1 1 1 4076 L/R IN 48 "90 "DOUBLE HINGED-DOOR P01 D27 5076 LIVING/OFFICE 1 1 5076 L/R IN 60 "90 "DOUBLE HINGED-DOOR P01 D28 6076 MASTER BDRM 1/DECK 1 1 6076 R EX 72 "90 "EXT. SLIDER-GLASS PANEL D29 2468 PANTRY/KITCHEN 1 1 2468 L IN 28 "80 "HINGED-DOOR P01 WINDOW SCHEDULE NUMBER LABEL ROOM NAME 3D EXTERIOR ELEVATION QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION COMMENTS W01 161133TC 1 2 161133TC 203 "39 "TRIPLE CASEMENT-AT W02 2640SC FAMILY 1 0 2640SC 30 "48 "YES SINGLE CASEMENT-HR W03 2650SC BEDROOM 2 1 0 2650SC 30 "60 "YES SINGLE CASEMENT-HL W04 2650SC BEDROOM 2 1 0 2650SC 30 "60 "YES SINGLE CASEMENT-HR W05 3040FX KITCHEN 1 1 3040FX 36 "48 "FIXED GLASS W06 3676MU LIVING 4 1 3676 42 "90 "MULLED UNIT W07 4016AW MASTER BATH 1 1 1 4016AW 48 "18 "YES SINGLE AWNING W08 4039FX MASTER BATH 1 1 1 4039FX 48 "45 "YES FIXED GLASS W09 4050DC LIVING/BALCONY 1 1 4050DC 48 "60 "DOUBLE CASEMENT-LHL/RHR W10 5040DC BEDROOM 3 1 0 5040DC 60 "48 "YES DOUBLE CASEMENT-LHL/RHR W11 7626TC MASTER BDRM 1 1 1 7626TC 90 "30 "TRIPLE CASEMENT W12 7630TC BEDROOM 4 1 0 7630TC 90 "36 "YES TRIPLE CASEMENT-LHL/RHR W13 7650TC DINING 1 1 7650TC 90 "60 "TRIPLE CASEMENT-LHL/RHR W14 7650TC OFFICE 1 1 7650TC 90 "60 "YES TRIPLE CASEMENT-LHL/RHR W15 7660TC DINING/BALCONY 1 1 7660TC 90 "72 "TRIPLE CASEMENT-LHL/RHR W16 7675TC LIVING 1 1 7675TC 90 "89 "TRIPLE CASEMENT-LHL/RHR WINDOW SCHEDULE NUMBER LABEL ROOM NAME 3D EXTERIOR ELEVATION QTY FLOOR SIZE WIDTH HEIGHT EGRESS TEMPERED DESCRIPTION COMMENTS 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-5 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7/20/22 Reviewed by SAFEbuilt Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Roof Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan D29D29 D15D15 W06W06 W09W09 D20D20D29D29 D07D07 3 12 8 12 14'-10"14'-10"7'-8"1'-11 7/8" 29'-8" 9'-1 1/8" 1'-0 5/8" 9'-5 3/8" 8'-10 3/8" 9'-11" 11" 7 7/16" 6'-2 1/2" 4'-3 1/2" 9'-10 15/16" 1' Attic DiningKitchen Bedroom 3 Bedroom 4 Family 11-7/8" JOISTS W/ CLOSED CELL FOAM TO MIN R-60 CONCRETE DECK OVER 3/4" PLY DECKING 5" THICK @ WALL TAPER TO 3" @ DECK EDGE 2x6 CEILING JOISTS 2x12 RAFTERS 5" THICK x 12" WOOD TREADS GAP BETWEEN TREADS MUST NOT EXCEED 4" STEEL RAILING SYSTEM W/ 1-1/2" DIA HANDRAIL, CONTINUOUS 4x14 STRINGERS NOTE: ADJUST STAIR DIMENSIONS ACCORDING TO ACTUAL FIELD HEIGHTS - MAINTAIN CODE COMPLIANCE W/ 11" TREADS AND RISERS NOT TO EXCEED 7-3/4" 2x10 ROLL BLOCKING TRUSS CLIPS 2x8 SHADOW BOARD 2x12 FASCIA GUTTER T&G SOFFIT 2x8 NAILERS LVL BEAM D29D29 D15D15 W06W06 W09W09 D20D20D29D29 D07D07 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-6 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 SEE IRC 2021 SECTION R311.7 STAIRWAYS WIDTH - STAIRWAY SHALL BE NOT LESS THAN 36" WIDE - HANDRAILS SHALL NOT PROJECT MORE THAN 4-1/2" ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT OR BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31-1/2" HEADROOM - MINIMUM HEADROOM REQUIRED 6'-8" MEASURED FROM SLOPE OF STAIR NOSING TO FINISHED SURFACE DIRECTLY ABOVE VERTICAL RISE - VERTICAL RISE SHALL NOT EXCEED 147" BETWEEN FLOORS AND LANDINGS RISERS - RISERS SHALL NOT EXCEED 7-3/4" AND SHALL NOT VARY MORE THAN 3/8" BETWEEN THE TALLEST AND THE SHORTEST RISER WITHIN A SET OF STAIRS TREADS - TREAD DEPTH SHALL NOT BE LESS THAN 10" AND THE WIDEST AND THE NARROWEST TREAD WITHIN A SET OF STAIRS SHALL NOT VARY MY MORE THAN 3/8" LANDINGS - THERE SHALL BE A LANDING AT THE TOP AND THE BOTTOM OF THE STAIR THAT MUST BE AT LEAST AS WIDE AS THE STAIR AND BE NO LESS THAN 36" IN THE DIRECTION OF TRAVEL HANDRAILS - A 1-1/2" GRIP SIZE HANDRAIL SHALL BE PROVIDED 34" TO 38" ABOVE THE LINE OF TREAD NOSING AND BE CONTINUOUS FOR THE ENTIRETY OF THE SECTION OF STAIR RAILINGS - RAILINGS OR GUARDS SHALL BE PROVIDED AT OPEN SIDE OF STAIR PER SECTION R312 THIS NOTE SHOWS ONLY THE GENERAL REQUIREMENTS FOR THIS SECTION - REFER TO IRC 2021 SECTION R311.7 FOR COMPLETE INFORMATION scale 1/2"=1'-0" Section Detail A Construction Plans 7/20/22 Reviewed by SAFEbuilt Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan D21D21 9'-5 3/8" Top of Subfloor - Foundation -10.50' Top of Subfloor - 1st Floor 0.00' 126" Highest Rough Ceiling 9.09' 109 1/8" Ridge 20.59' 137 15/16" Attic Living Garage Bedroom 2 Master Bath 1 Closet Office Bath 2 FLASHING STONE CAP CULTURED STONE VENEER 2X FRAMING FOR ARCH GARAGE OVERHEAD DOOR BLOCKING STEEL BEAM 2x6 PLATE R-30 BATTS R-23 BLOWN F.G. 5/8" TYPE X GYP D21D21 10" 7" 5'-3 7/16" 6'-8" 5'-10"8'-4 1/2" 4'-0 1/2" 3'-6" Kitchen Bedroom 3 Closet Stairwell PROVIDE GRASPABLE HANDRAIL PER SECTION R311.7.8 MIN 80" HEADROOM CLEARANCE PROVIDE GUARD PER SECTION R312.1 @ OPEN SIDES OF STAIRWAY note: VERIFY TOTAL RISE AND OTHER FIELD CONDITIONS AND ADJUST AS NEEDED - MAINTAIN CODE COMPLIANCE- 10'-1 1/2" 6'-8" 5'-3 7/16" 7 1/16" 10" Garage Bar Area Hall Stairwell PROVIDE GRASPABLE HANDRAIL PER SECTION R311.7.8 MIN 80" HEADROOM CLEARANCE PROVIDE GUARD PER SECTION R312.1 @ OPEN SIDES OF STAIRWAY note: VERIFY TOTAL RISE AND OTHER FIELD CONDITIONS AND ADJUST AS NEEDED - MAINTAIN CODE COMPLIANCE- 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-7 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 SEE IRC 2021 SECTION R311.7 STAIRWAYS WIDTH - STAIRWAY SHALL BE NOT LESS THAN 36" WIDE - HANDRAILS SHALL NOT PROJECT MORE THAN 4-1/2" ON EITHER SIDE OF THE STAIRWAY AND THE CLEAR WIDTH OF THE STAIRWAY AT OR BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31-1/2" HEADROOM - MINIMUM HEADROOM REQUIRED 6'-8" MEASURED FROM SLOPE OF STAIR NOSING TO FINISHED SURFACE DIRECTLY ABOVE VERTICAL RISE - VERTICAL RISE SHALL NOT EXCEED 147" BETWEEN FLOORS AND LANDINGS RISERS - RISERS SHALL NOT EXCEED 7-3/4" AND SHALL NOT VARY MORE THAN 3/8" BETWEEN THE TALLEST AND THE SHORTEST RISER WITHIN A SET OF STAIRS TREADS - TREAD DEPTH SHALL NOT BE LESS THAN 10" AND THE WIDEST AND THE NARROWEST TREAD WITHIN A SET OF STAIRS SHALL NOT VARY MY MORE THAN 3/8" LANDINGS - THERE SHALL BE A LANDING AT THE TOP AND THE BOTTOM OF THE STAIR THAT MUST BE AT LEAST AS WIDE AS THE STAIR AND BE NO LESS THAN 36" IN THE DIRECTION OF TRAVEL HANDRAILS - A 1-1/2" GRIP SIZE HANDRAIL SHALL BE PROVIDED 34" TO 38" ABOVE THE LINE OF TREAD NOSING AND BE CONTINUOUS FOR THE ENTIRETY OF THE SECTION OF STAIR RAILINGS - RAILINGS OR GUARDS SHALL BE PROVIDED AT OPEN SIDE OF STAIR PER SECTION R312 THIS NOTE SHOWS ONLY THE GENERAL REQUIREMENTS FOR THIS SECTION - REFER TO IRC 2021 SECTION R311.7 FOR COMPLETE INFORMATION scale 1/2"=1'-0" Section Detail D scale 1/2"=1'-0" Section Detail C scale 3/8"=1'-0" Section Detail B Construction Plans 7/20/22 Reviewed by SAFEbuilt STAIRWAY NOTES (Typ. all stairs): 1.Stairways shall be not less than 36” in width. 2.Stairway rises shall be not greater than 7 ¾” 3.Stairways treads shall have a minimum run of 10” 4.The length of run and the height of riser shall not vary more than 3/8” in the entire run of the stair. 5.Stairs are req’d to be illuminated. 6.Open risers are permitted if the opening is less than 4” 7.Min ¾” nosing 8.Guardrail is required if height is over 30” 9.Open guardrails and open handrails on decks and stairways more than 30” above grade or a floor below shall have members spaced so that a 4” diameter sphere cannot pass through HANDRAIL NOTES: 1.Handrail shall be continuous on at least one side of stairs with 4 or more risers 2.Handrails shall be placed not less than 34 inches nor more than 38 inches above stair nosing’s 3.The hand-grip portion of the handrails shall be not less than 1 ¼” nor more than 2” in circular cross section. 4.Handrails shall be placed not less than 1 ½” from any wall or other surface. 5.Handrails to be returned to wall, post or safety terminal. Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan W15W15 D10D10 D22D22 W15W15 D10D10 D06D06 D27D27 Top of Subfloor - Foundation -10.50' Top of Subfloor - 1st Floor 0.00' 126" Highest Rough Ceiling 9.09' 109 1/8" Highest Ridge 20.59' 138" 9'-10 1/4" Living GarageBedroom 4 RAFTERS W/ R-49 INSULATION R-30 INSULATION R-30 INSULATION W15W15 D10D10 D22D22 W15W15 D10D10 D06D06 D27D27 W11W11 D13D13 D05D05 D03D03 8 12 5 12 Top of Subfloor - Foundation -10.50' Top of Subfloor - 1st Floor 0.00' 126" Highest Rough Ceiling 9.09' 109 1/8" Highest Ridge 20.59' 138" 29'-8" 14'-1 1/2"15'-6 1/2" 1'-6" Attic Bedroom 1 Bedroom 2 Bath 1 LaundryBath 3 W11W11 D13D13 D05D05 D03D03 scale 1/4"=1'-0" Section Detail E scale 1/4"=1'-0" Section Detail F 8 12 4'-10"4'-10" 9'-8" 1'-3" 10 3/8" 3-1/2"x6-1/2" 3-1/2"x3-1/2" CU T FRO M 4x 16 8x108x10 8x10 3 -1 /2 "x 6 -1 /2 " 1'-4 1/2"1'-4 1/2" 2'-9" 4" 8x10 8x10 3D View scale 1"=1'-0" Side Elevation scale 1"=1'-0" Front Elevation 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-8 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Gable Bracket Details 4 Required Construction Plans 7/20/22 Reviewed by SAFEbuilt Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Main Floor Framing Plan Roof Framing Plan Deck Ledger EXTERIORINTERIOR scale 1"=1' FLOOR JOISTS 2x6 STUDS 2x6 STUDS FLASHING TREATED LEDGER DECK PLANKING DECK JOISTS TOP FLANGE HANGERS LEDGER-LOK T&B @ 16" O.C. 2x BLOCKING RIM BOARD Cantilever Deck scale 1"=1' NOTE: ENGINEER TO SPECIFY ALL BEAMS, POSTS AND CONNECTIONS DECK JOISTS DECKING CC STYLE POST/BEAM CONNECTOR WOOD POST PER ENGINEERING DECK BEAM JOIST HEADER Flush Deck Beam scale 1"=1' CC STYLE POST/BEAM CONNECTOR WOOD POST PER ENGINEERING NOTE: ENGINEER TO SPECIFY ALL BEAMS, POSTS AND CONNECTIONS DECK BEAM JOIST HANGERS DECK JOISTS DECKING Dropped Beam (steel) scale 1"=1' JOISTS PER ENG. 3/4" T&G DECKING FLOOR FINISH 5/8" GYP SOLID BLOCKING 2x6 PLATE STEEL BEAM ADJUSTABLE STEEL COLUMN Dropped Beam (LVL) scale 1"=1' JOISTS PER ENG. 3/4" T&G DECKING FLOOR FINISH 5/8" GYP SOLID BLOCKING LVL BEAM ADJUSTABLE STEEL COLUMN Flush Beam (steel) scale 1"=1' JOISTS PER ENG. 3/4" T&G DECKING FLOOR FINISH 5/8" GYP TOP FLANGE JOIST HANGER 2x6 PLATE STEEL BEAM ADJUSTABLE STEEL COLUMN Flush Beam (LVL) scale 1"=1' JOISTS PER ENG. 3/4" T&G DECKING FLOOR FINISH 5/8" GYP TOP FLANGE JOIST HANGER LVL BEAM ADJUSTABLE STEEL COLUMN Garage/House (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 1/2" Gypsum Board5/8" Type X Gypsum Board GARAGE INTERIOR R-23 Blown Fiberglass Insulation scale 1"=1' Typ Interior 2x6 (2)2x6 Top Plate 2x6 Studs @ 16" o.c. 2x6 Bottom Plate 1/2" Gypsum Board 1/2" Gypsum Board scale 1"=1' (2)2x4 Top Plate 2x4 Studs @ 16" o.c. 2x4 Bottom Plate 1/2" Gypsum Board1/2" Gypsum Board Typ Interior 2x4 scale 1"=1' Footing Detail EXTERIORINTERIOR scale 1"=1' 8" CONCRETE FOUNDATION REBAR PER ENGINEER R-10 RIGID INSULATION FOOTING DRAIN FOOTING SEAL COATING Exterior Post/Beam scale 1"=1' CONCRETE PIER PER ENGINEER WOOD POST PER ENGINEERING WOOD BEAM PER ENGINEERING CC STYLE POST/BEAM CONNECTOR ABU STYLE POST BASE NOTE: ENGINEER TO SPECIFY ALL BEAMS, POSTS AND CONNECTIONS GARAGE EXTERIORINTERIOR Eave Detail scale 1"=1' TRUSSES 1/2" OSB SHEATHING 40 YEAR ASPHALT SHINGLES OVER 30# FELT DRIP EDGE FLASHING GUTTER 2x8 SHADOW BD. 2x12 FASCIA T&G SOFFIT W/ CONTINUOUS VENT 5/8" GYP TRUSS CLIP DOUBLE 2x6 PLATE 2x6 STUDS @ 16" O.C. W/ R-23 BLOWN FIBERGLASS 1/2" GYP R-50 BLOWN FIBERGLASS 2x6 SUB-FASCIA VENT BAFFLES Wall/Foundation INTERIOR EXTERIOR scale 1"=1' SIDING PER ELEVATION 1-1/2" ZIP SYSTEM R PANEL R-6.6 R-23 BLOWN FG PT PLATE ON SILL SEAL R-10 RIGID INSULATION 1/2" GYP WALL TYPE PER PLAN COLOR MATCHED SEALANT 1/2"x10" ANCHOR BOLTS @ 48" O.C. 8" CONCRETE FOUNDATION 3/4"x5-1/2" MDF 4" CONC. FLOOR W. RADIANT HEAT FLOOR/WALL EXTERIORINTERIOR scale 1"=1' (2) 2x6 PLATE 3/4" T&G DECKING GLUE & NAIL FLOOR FINISH (2) 2x6 PLATE RIM BOARD FLOOR JOISTS 2x6 STUDS 2x6 STUDS 1-1/2" ZIP SYSTEM R PANEL R-6.6 R-23 BLOWN FG 6'-8"6'-8" 1'-8" 2'-2" 2 '-6 " 1'-9 " 1'-4" 1'-8" 4' 4" CONC. BLOCK 3'-4" TALL 4" CONC. BLOCK 5'-8" TALL 4" CONC. BLOCK 24" TALL FLAGSTONE CAP CULTURED STONE TO MATCH HOUSE 4" CONCRETE BLOCK CONCRETE SLAB Typical Section scale 1/2"=1'-0" Planter Box Details 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-9 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7/20/22 Reviewed by SAFEbuilt Basement Plan Main Floor Plan Upper Floor Plan Second Floor Plan First Floor Plan Floor Plan First Floor Framing Plan Second Floor Framing Plan Main Floor Framing Plan Upper Floor Framing Plan Roof Framing Plan DN UP TV TV TVSD SD CO/SD R R RR WP WP R R R R R R R GFCI GFCI GFCI 3 33 GFCI R R R R R R R R R R R R 3 3 3 3 R4 R4 R4 R4 R4 R4 R R R R R R R R R 3 3 3 3 3 R R R WP WP FF Section F STAIR TREAD LIGHTS GARAGE DOOR LIGHTS WH Wine Cellar UPUP UP TV TV TV TV TV OPENER OPENER CO/SD CO/SD CO/SD SD SD SD R R R R RR R GFCI GFCI GFCI R R RR R GFCI GFCI R R R RRR R 4 3 3 4 4 4 4 4 4 RR R R WPWP 3 3 3 3 WP 4 WP WP FF Section F GAS FURNACE BREAKER PANEL HOT TUB Exterior light sources shall be concealed or shielded with luminaires with cut-offs with an angle not exceeding ninety (90) degrees to minimize the potential for glare and unnecessary diffusion on adjacent property. In no case shall exterior lighting add more than one (1) foot-candle to illumination levels at any point off site. DARK SKY LIGHTING WP R 4 GFCI 3WP SD T TV DESCRIPTIONSYMBOL ELECTRICAL - DATA - AUDIO LEGEND Ceiling Fan Ventilation Fans: Ceiling Mounted, Wall Mounted Ceiling Mounted Light Fixtures, Recessed Can Light Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce 240V Receptacle 110V Receptacles: Duplex, Weather Proof, GFCI Switches: Single Pole, Weather Proof, 3-Way, 4-Way Wall Jacks: TV/Cable Telephone Jack Thermostat Door Chime, Door Bell Button Smoke Detectors: Ceiling Mounted, Wall Mounted Smoke/CO Detectors: Ceiling Mounted, Wall MountedCO/SD ELECTRICAL, DATA, & AUDIO NOTES: HOME OWNER SHALL DO A WALK-THRU WITH RELEVANT INSTALLERS TO VERIFY THE EXACT LOCATION FOR OUTLETS, LIGHTS, SWITCHES, CABLE, DATA, PHONE, AUDIO, ETC. ELECTRICAL NOTES: 1.ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS AND GARAGES SHALL BE G.F.I. ORG.F.I.C. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. 2.PROVIDE ONE SMOKE DETECTOR IN EACH ROOM AND ONE IN EACH CORRIDOR ACCESSING BEDROOMS. CONNECT SMOKE DETECTORS TO HOUSE POWER AND INTER-CONNECT SMOKE DETECTORS SO THAT, WHEN ANY ONE IS TRIPPED, THEY ALL WILL SOUND. PROVIDE BATTERY BACKUP FOR ALL UNITS. 3.CIRCUITS SHALL BE VERIFIED WITH HOME OWNER PRIOR TO WIRE INSTALLATION. 4.FINAL SWITCHES FOR TIMERS AND DIMMERS SHALL BE VERIFIED WITH HOME OWNER. 5.FIXTURES TO BE SELECTED BY HOME OWNER. scale 1/4"=1'-0" Level 1 Electrical Plan scale 1/4"=1'-0" Level 0 Electrical Plan 7/20/2022 Contractor Al & Whitney Bruni 2746 Ypsilon Circle - Estes Park CO A-10 Bruni Residence SHEET NUMBER Revision DATE Nathan Kinley 970-227-4865 Nathan@Kinleybuilt.com Copyright Protected © 2021 Construction Plans 7/20/22 Reviewed by SAFEbuilt THIS STRUCTURE MUST CONFORM TO THE 2020 NATIONAL ELECTRICAL CODE GENERAL NOTES 1.CODE: 2015 INTERNATIONAL RESIDENTIAL CODE 2.SITE ELEVATION: 8,000 FT. 3.FROST LINE DEPTH: 30IN 4.EXPOSURE CATEGORY: B 5.GROUND SNOW LOAD: 70 PSF 6.ALLOWABLE BEARING PRESSURE: 2,500 PSF 7.ULTIMATE WIND SPEED: 175 MPH (TAKEN FROM LARIMER COUNTY WIND MAP) 8.IRC LIVE LOAD: 40PSF GENERAL 1.ENGINEERING SCOPE IS TO PROVIDE STRUCTURAL DRAWINGS ON A NEW CONSTRUCTION HOUSE. 2.ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE. 3.ALL FIELD MEASUREMENTS TO BE VERIFIED BY CONTRACTOR BEFORE CONSTRUCTION. 4.A GEOTECHNICAL STUDY HAS BEEN PERFORMED BY TRAIL RIDGE ENGINEERING AND THE ALLOWABLE BEARING PRESSURE HAS BEEN DISCERNED TO BE 2,500 PSF. 5.DETAIL DRAWINGS SUPERCEDE ANY VISUAL APPEARANCE IN THE MAIN SECTION AND PLAN VIEWS. REFERENCE THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN. 6.THESE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH WILDERMAN DESIGN DRAWINGS. CONCRETE 1.ALL CONCRETE DESIGN IS BASED ON ACI318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2.ALL STRUCTURAL CONCRETE SHALL HAVE MINIMUM 28-DAY COMPRESSIVE STRENGTHS AT 3,500 PSI. 3.CONCRETE SHALL BE PROPORTIONED USING TYPE I/II CEMENT. CONCRETE SUSCEPTIBLE TO FREEZING SHALL BE FORMULATED FOR MAXIMUM FROST RESISTANCE IN ACCORDANCE WITH ACI. 4.SLABS ON GRADE SHALL BE PLACED ON APPROVED MATERIAL PER GEOTECHNICAL ENGINEER. 5.CONCRETE FORMING PROCEDURES SHALL BE USED IN ACCORDANCE WITH ACI. 6.ALL EXPOSED EDGES AND CORNERS SHALL BE CHAMFERED MIN. 3/4" 7.ALL POST BASES SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS. REINFORCING STEEL: 1.ALL FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ACI318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2.REINFORCING BARS SHALL CONFORM TO ASTM A615 AND SHALL BE GRADE 60. 3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 4.AT SPLICES, LAP BARS 36 DIAMETERS AND AROUND OPENINGS IN WALLS AND SLABS, PROVIDE (2) #4'S, EXTENDING A MINIMUM 2'. 5.MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 3" CLEAR FROM FOOTING BOTTOM, 2" ELSEWHERE, UNLESS NOTED OTHERWISE. STRUCTURAL STEEL: 1.WIDE FLANGE BEAMS SHALL BE ASTM A992, HSS SHALL BE ASTM A500 GR. B, PLATE SHALL BE A572 GR.50. 2.ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 BY A CERTIFIED WELDER. 3.ALL BOLTED CONNECTIONS SHALL USE 5/8” A325 BOLTS, U.N.O, INSTALLED IN ACCORDANCE WITH ‘SPECIFICATIONS FOR STRUCTURAL JOINTS’. STRUCTURAL WOOD FRAMING: 1.ANY NON-DETAILED CONNECTIONS SHALL CONFORM TO THE INTERNATIONAL RESIDENTIAL CODE 2021. CONTACT ENGINEER FOR ANY CLARIFICATIONS. 2.ALL 2" LUMBER, FLOOR JOISTS, RAFTERS, SOLID TIMBER BEAMS, AND POSTS SHALL BE DOUGLAS FIR-LARCH NO.2 AND BETTER, UNLESS NOTED OTHERWISE. 3.TOP AND BOTTOM PLATES FOR WALL CONSTRUCTION SHALL BE HEM FIR NO.2 OR BETTER. 4.ALL HEADERS LESS SHALL HAVE 8-16D NAILS FROM KING STUDS TO HEADER FACE AND ALL HEADERS GREATER THAN 8' SHALL HAVE CS 14 STRAPS ATTACHING THE HEADER TO THE JACK STUDS WITH MINIMUM 8 NAILS. 5.WEB STIFFENERS SHALL BE MINIMUM 7/8" WIDE X 2-5/16" HIGH AND CONNECTED WITH (4) 8d COMMON NAILS 6.LVL SHALL BE 1 3/4" WIDTHS WITH MIN. Fb. = 2,600 PSI, E= 2,100,000 PSI, Fv = 280 PSI U.N.O. 7.FLOOR SHEATHING SHALL BE 23/32" APA RATED EXPOSURE 1 48/24. WALL SHEATHING SHALL BE 7/16" APA RATED. ROOF SHEATHING SHALL BE 15/32" WITH APA RATED EXPOSURE 1 32/16. 8.ALL ANCHOR BOLTS (A.B.) TO FOUNDATION SHALL BE SPACED AT 24" O.C. U.N.O. 9.ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT. 10.PROVIDE BLOCKING AT JOISTS, RAFTERS, & BUILT UP COLUMNS. 11.PROVIDE SIMPSON ANCHORS AT SUPPORTS FOR ROOF RAFTERS & TRUSSES. F1(TYP. @ DECK) F2 F2 F2 F2 F6 F3 F3 F5 F5 F3 F5 F5 F3 F3 F3 F5 F5 F4 FOUNDATION PLAN SCALE 1/4 " = 1' - 0" (DETAILS ON S3) 90° F5 44'-5 15/16" 1'-8" 6'-11" 7'-5" 15'-5 1/2" 23'-5 1/2" 44'-11" 14'-8"14'-11" 1'-1 1/2" 22'-0" 2'-9 15/16" F7 F8 F7 F7 F9 8'-7"7'-10" 13'-7"6'-2 1/2" 9" 10 1/2" 1'-11 1/2" 1'-2 1/2" 7'-0" 5'-3 1/2" 1'-3" 1'-3 1/2" STEP (FIELD VERIFY LOCATION) 4'-3" 15'-7" 18'-7" 3'-0" 13'-11 1/2" 5'-1" 2'-6" 1'-0" 13'-7 1/2" 7'-7" 1'-2 1/2" 6'-8" 14'-0" 7'-3" 3'-1" 7'-7" 12'-1 1/2" 2'-2 1/2" 14'-4" 14'-6 1/2" 300 E. Elkhorn, Estes Park, CO, 80517 504-940-8278 REV SHEET NUMBER: Project No: Br u n i R e s i d e n c e 2 7 4 6 Y p s i l o n C i r c l e - E s t e s P a r k C O ALL INFORMATION ON THESE DRAWINGS ARE THE INTELLECTUAL PROPERTY OF SKY POND ENGINEERING AND MAY NOT BE REUSED OR DISTRIBUTED WITHOUT THE COMPANY'S CONSENT. DATE COMMENT 7/27/221 REVISED S1 2212 FOUNDATION 7/27/221 REVISED 8/20/222 ABP & IRC CODE SAFE built APPROVED Subject to Inspection and Compliance to all relevant Adopted Building Codes Changes to Plans must be approved DATE_______ BY_________ CODE___________________ 8/29/22 2015 IRC Dori Wataha Rim joist shall have an air barrier on the interior between each joist. All architectural plans, engineered foundation plans, soils reports, truss drawings, energy code report or ResCheck must be onsite for inspections. All irrigation sprinklers taps shall be protected by an approved back flow device. SOFFITS (EAVES) WITHIN 5 FT SETBACK SHALL BE PROTECTED WITH FIRE RESISTANT MATERIALS. NO OPENINGS ALLOWED Reviewed by SAFEbuilt 6x6 Post6x6 Post6x6 Post 6x6 Post6x6 Post 6x6 Post 6x6 Post 6x6 Post 6x6 Post Joist -RFPI 40s-11-7/8" @16 O.C Joist -RFPI 40s-11-7/8" @16 O.C Joist -RFPI 40s-11-7/8" @12 O.C 3 STAIR STRINGER 2.1 E LVL - 1 x11 7 8" W 10 X 33 2 X 10 RIM JOIS T 2 X 10 LEDGER 2. 1 E L V L 2 P L Y - 1 1 - 7 / 8 " 2X 1 2 10 1/2 " X 16 1/2 " 24 F-V4 DF GL H1 H4 H3 H2 H4 H4 W10 X 33 Joist -RFPI 40s-11-7/8" @24" O.C H1 H1 H3 2.1 E LVL 2PLY - 11 - 7/8 " 2.1 E LVL 2PLY - 11 - 7/8 " 2. 1 E L V L 2 P L Y - 1 1 - 7 / 8 " H2 H2 H2 SP1 SP1SP1 SP2SP2 SP2 SP2 SP3 SP3 Joist -RFPI 40s-11-7/8" @16" O.C Joist -RFPI 40s-11-7/8" @16" O.C Joist -RFPI 40s-11-7/8" @16 O.C 4 X 12 BEAM 6 X 12 BEAM 2X8 @16 O.C. TYP 4x12 BEAM LEVEL 1 FLOOR FRAMING PLAN SCALE 1/4 " = 1' - 0" SP1 FROM ABOVE H3 H3 8x 1 2 B E A M 8x8 Post 6x6 Post 2X10 @ 24" O.C 3 : 1 2 3 : 12 3 : 1 2 H2 H1 H2 H3 H4 H1 START OF MONOSLOPE ENGINEERED ROOF TRUSSES PER MANUFACTURER @ 24" O.C. ENGINEERED ROOF TRUSSES PER MANUFACTURER @ 24" O.C. H2 H2 H2 H2 H2 H1 H1 H1 SP1 SP1 SP2 SP2 SP2 6x12 Beam 4x8 Beam 2x8 LEDGER (TYP) ENGINEERED ROOF TRUSSES PER MANUFACTURER @ 24" O.C. 5 1 / 8 " X 1 5 " 2 4 F - V 4 D F 2X12 @ 24" O.C 8x12 Beam 8 : 12 (TYP. EA. SIDE) 8 : 12 (TYP. EA. SIDE) 8 : 1 2 (T Y P . E A . SI D E ) 8 : 1 2 (T Y P . E A . SI D E ) SEE SHEET S7 FOR WALL FRAME DETAIL ROOF FRAMING PLAN SCALE 1/4 " = 1' - 0" BEARING/SHEAR WALL TYPE 1 2X6 @ 16" O.C. W/ 7/16" SHEATHING ONE SIDE W/ BLOCKING W/ 8D NAILS @ 4" O.C. ALONG EDGES AND 16" O.C. IN FIELD. 2X6 @ 16" O.C. W/ 1/2" GYPSUM BOARD BOTH SIDES W/ #6 DRYWALL SCREWS @ 4" O.C. ALONG EDGES AND 16" O.C. IN FIELD. WALL SCHEDULE BEARING/SHEAR WALL TYPE 2 300 E. Elkhorn, Estes Park, CO, 80517 504-940-8278 REV SHEET NUMBER: Project No: Br u n i R e s i d e n c e 2 7 4 6 Y p s i l o n C i r c l e - E s t e s P a r k C O ALL INFORMATION ON THESE DRAWINGS ARE THE INTELLECTUAL PROPERTY OF SKY POND ENGINEERING AND MAY NOT BE REUSED OR DISTRIBUTED WITHOUT THE COMPANY'S CONSENT. DATE COMMENT 7/27/221 S2 2212 MAIN FLOOR & ROOF REVISED Reviewed by SAFEbuilt F2 SCALE 1/2 " = 1' 0" 8" 6" MIN 2'-6" MIN 2#5 CONTINOUS VERT #6 @12" O.C W 4" HOOK 4" CONCRETE SLAB W/ W.W.F 6X6 W2.0 X W2.0 1'-4" F3 SCALE 1/2 " = 1' 0" F4 SCALE 1/2 " = 1' 0" HORIZ #6 @ 12" O.C 1 / 2 " ISO JOINT 4" WASHED GRAVEL 1/2 " X 10" ANCHORBOLT 1'-6" Ø- 18" 6X6 POST EXTERNAL 2X6 WALL 1'-4" INTERNAL 2X6 WALL 4" CONCRETE SLAB W/ W.W.F 6X6 W2.0 X W2.0 4" WASHED GRAVEL F5 SCALE 1/2 " = 1' 0" F1 SCALE 1/2 " = 1' 0" 2#5 CONTINOUS 1/2 " X 10" ANCHORBOLT SIMPSON STRONG TIE LEDGER CONCRETE WALL 2"MIN 1 2" X 4"IN CONCRETE SCREW 9" (TYP.) 5" DECK DETAILS SCALE 1/2 " = 1' 0" 2'-6" 6" MIN 1'-0" F6 SCALE 1/2 " = 1' 0" 2#5 1'-0" F8 SCALE 1/2 " = 1' 0" 1/2 " X 10" ANCHORBOLT 1'-0" 4" CONCRETE SLAB W/ W.W.F 6X6 W2.0 X W2.0 4" WASHED GRAVEL 8"WALL TYP BOTH DIRECTIONS 16" X 16" SQ FOOTING 4#4 TYP BOTH DIRECTIONS 48" X 48" SQ FOOTING 1/2 " ISO JOINT 1 / 2 " ISO JOINT 1/2" ISO JOINT POST CONECTOR 6X6 POST POST CONECTOR F9 SCALE 1/2 " = 1' 0" 1/2 " X 10" ANCHORBOLT 1'-0" 4" CONCRETE SLAB W/ W.W.F 6X6 W2.0 X W2.0 4" WASHED GRAVEL 4#4 TYP BOTH DIRECTIONS 36" X 36" SQ FOOTING 1 / 2 " ISO JOINT 6" MIN 2'-6" MIN VERT #6 @12" O.C W 4" HOOK 4" CONCRETE SLAB W/ W.W.F 6X6 W2.0 X W2.0 3'-0" F7 SCALE 1/2 " = 1' 0" HORIZ #6 @12" O.C 1 / 2 " ISO JOINT 4" WASHED GRAVEL 1/2 " X 10" ANCHORBOLT EXTERNAL 2X6 WALL 8"WALL 4#4 TYP BOTH DIRECTIONS 36" X 36" SQ FOOTING FRONT WALL TRUSS SCALE 1/2 " = 1' - 0" VERT #6 @12" O.C HORIZ #4 @12" O.C #4 @8" O.C BOT 2'-9" FLOOR FRAMING 1'-0" 1'-6" 4" 9'-9" 1'-10" INTERNAL 2X4 WALL 12' 0" MAX 6" MIN EXTERNAL 2X6 WALL 1 / 2 " ISO JOINT 2" COVER #5 @12" O.C TOP #5 @8" O.C BOT 1'-6" FLOOR FRAMING 1'-0" 4" CONCRETE SLAB W/ W.W.F 6X6 W2.0 X W2.0 4" WASHED GRAVEL EXTERNAL 2X6 WALL EXTERNAL 2X6 WALL INTERNAL 2X4 WALL 4'-6" FIELD VERIFY HORIZ #4 @12" O.C VERT #4 @12" O.C 1 / 2 " ISO JOINT #5 @12" O.C TOP 6" MIN 10" 10" 4" CONCRETE SLAB W/ W.W.F 6X6 W2.0 X W2.0 4" WASHED GRAVEL 8" 3'-5" SIMPSON STRONG-TIE AS-20 TRUSS PLATE (MIN 30 IN^2 PER SIDE) 6X6 (TYP.) SUBSTITUTE WINDOW KING STUDS FOR 6X6 5 1/8" X 15" GL RIDGE BEAM SPAN BETWEEN WINDOWS 3'-6" ABOVE HIGHEST ROUGH CEILING POST-BEAM CONNECTOR #4 @12" O.C TRANSVERSE #4 @12" O.C TRANSVERSE 300 E. Elkhorn, Estes Park, CO, 80517 504-940-8278 REV SHEET NUMBER: Project No: Br u n i R e s i d e n c e 2 7 4 6 Y p s i l o n C i r c l e - E s t e s P a r k C O ALL INFORMATION ON THESE DRAWINGS ARE THE INTELLECTUAL PROPERTY OF SKY POND ENGINEERING AND MAY NOT BE REUSED OR DISTRIBUTED WITHOUT THE COMPANY'S CONSENT. DATE COMMENT 7/27/221 S3 2212 DETAILS REVISED Reviewed by SAFEbuilt Generated by REScheck-Web Software Compliance Certificate Project Bruni Residence Energy Code:2015 IECC Location:Estes Park, Colorado Construction Type:Single-family Project Type:New Construction Orientation:Bldg. faces 0 deg. from North Conditioned Floor Area:3,436 ft2 Glazing Area 24% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: 2746 Ypsilon Cir Estes Park, CO Owner/Agent: Kinley Built Designer/Contractor: MGI Mechanical Services 266 Basher Dr #1 Berthoud, CO 80513 Permit Number: Compliance: Passes using UA trade-off 1.5% Better Than Code Maximum UA:396 Your UA:390 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance: Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Ceiling: Flat Ceiling or Scissor Truss 2,223 49.0 0.0 0.026 0.026 58 58 Main North Wall: Wood Frame, 16" o.c. Orientation: Front 164 20.0 0.0 0.059 0.060 2 2 Entry Door: Glass Door (over 50% glazing) Orientation: Front 23 0.300 0.320 7 7 North Windows: Vinyl Frame Orientation: Front 101 0.320 0.320 32 32 Main East Wall: Wood Frame, 16" o.c. Orientation: Left side 385 20.0 0.0 0.059 0.060 16 16 East Main Sliding Glass Door: Glass Door (over 50% glazing) Orientation: Left side 45 0.320 0.320 14 14 East Windows: Vinyl Frame Orientation: Left side 70 0.320 0.320 22 22 Main South Wall: Wood Frame, 16" o.c. Orientation: Back 355 20.0 0.0 0.059 0.060 18 19 South Glass Door: Glass Door (over 50% glazing) Orientation: Back 23 0.320 0.320 7 7 South Main Window: Vinyl Frame Orientation: Back 19 0.320 0.320 6 6 Project Title: Bruni Residence Data filename:Page 1 of10 08/01/22Report date: Reviewed by SAFEbuilt Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Prop. U-Factor Req. U-Factor Prop. UA Req. UA Main West Wall: Wood Frame, 16" o.c. Orientation: Right side 389 20.0 0.0 0.059 0.060 16 17 Main West Windows: Vinyl Frame Orientation: Right side 111 0.320 0.320 36 36 Basement North Wall: Wood Frame, 16" o.c. Orientation: Front 318 20.0 0.0 0.059 0.060 15 15 North Basement Glass Door: Glass Door (over 50% glazing) Orientation: Front 40 0.320 0.320 13 13 North Basement Windows: Vinyl Frame Orientation: Front 23 0.320 0.320 7 7 Basement East Wall: Wood Frame, 16" o.c. Orientation: Left side 337 20.0 0.0 0.059 0.060 16 16 Basement East Glass Door: Glass Door (over 50% glazing) Orientation: Left side 40 0.320 0.320 13 13 Basement East Windows: Vinyl Frame Orientation: Left side 30 0.320 0.320 10 10 Basement West Wall: Wood Frame, 16" o.c. Orientation: Right side 391 20.0 0.0 0.059 0.060 20 21 West Basement Door: Solid Door (under 50% glazing) Orientation: Right side 20 0.300 0.320 6 6 West Basement Windows: Vinyl Frame Orientation: Right side 26 0.320 0.320 8 8 Floor Over Garage: All-Wood Joist/Truss 724 30.0 0.0 0.033 0.033 24 24 Walkout Basement Floor: Slab-On-Grade (Unheated) Insulation depth: 2.0'74 10.0 0.767 0.767 0 0 Basement East Wall: Solid Concrete or Masonry Orientation: Left side Wall height: 10.0' Depth below grade: 9.0' Insulation depth: 9.0' 92 19.0 0.0 0.045 0.050 4 5 Basement South Wall: Solid Concrete or Masonry Orientation: Back Wall height: 10.0' Depth below grade: 9.0' Insulation depth: 9.0' 380 19.0 0.0 0.045 0.050 17 19 Basement West Wall: Solid Concrete or Masonry Orientation: Right side Wall height: 10.0' Depth below grade: 9.0' Insulation depth: 9.0' 63 19.0 0.0 0.045 0.050 3 3 Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Bruni Residence Data filename:Page 2 of10 08/01/22Report date: Mike Missimer 08/01/2022 Reviewed by SAFEbuilt Inspection Checklist Requirements: 0.0% were addressed directly in the REScheck software REScheck Software Version : REScheck-Web Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Energy Code: 2015 IECC Section # & Req.ID Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies?Comments/Assumptions 103.1, 103.2 [PR1]1 Construction drawings and documentation demonstrate energy code compliance for the building envelope. Thermal envelope represented on construction documents. Complies Does Not Not Observable Not Applicable 103.1, 103.2, 403.7 [PR3]1 Construction drawings and documentation demonstrate energy code compliance for lighting and mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. Complies Does Not Not Observable Not Applicable 302.1, 403.7 [PR2]2 Heating and cooling equipment is sized per ACCA Manual S based on loads calculated per ACCA Manual J or other methods approved by the code official. Heating: Btu/hr_____ Cooling: Btu/hr_____ Heating: Btu/hr_____ Cooling: Btu/hr_____ Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Bruni Residence Data filename:Page 3 of 10 08/01/22Report date: Reviewed by SAFEbuilt Section # & Req.ID Foundation Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.2 [FO1]1 Slab edge insulation R-value.R-_____ Unheated Heated R-_____ Unheated Heated Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.2 [FO3]1 Slab edge insulation depth/length. _____ ft _____ ft Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.1 [FO4]1 Conditioned basement wall insulation R-value. Where interior insulation is used, verification may need to occur during Insulation Inspection. Not required in warm-humid locations in Climate Zone 3. R-_____ R-_____ R-_____ R-_____ Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2 [FO5]1 Conditioned basement wall insulation installed per manufacturer’s instructions. Complies Does Not Not Observable Not Applicable 402.2.9 [FO6]1 Conditioned basement wall insulation depth of burial or distance from top of wall. _____ ft _____ ft Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2.1 [FO11]2 A protective covering is installed to protect exposed exterior insulation and extends a minimum of 6 in. below grade. Complies Does Not Not Observable Not Applicable 403.9 [FO12]2 Snow- and ice-melting system controls installed. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Bruni Residence Data filename:Page 4 of 10 08/01/22Report date: Reviewed by SAFEbuilt Section # & Req.ID Framing / Rough-In Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.1, 402.3.4 [FR1]1 Door U-factor.U-_____U-_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 402.1.1, 402.3.1, 402.3.3, 402.5 [FR2]1 Glazing U-factor (area-weighted average). U-_____U-_____Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.3 [FR4]1 U-factors of fenestration products are determined in accordance with the NFRC test procedure or taken from the default table. Complies Does Not Not Observable Not Applicable 402.4.1.1 [FR23]1 Air barrier and thermal barrier installed per manufacturer’s instructions. Complies Does Not Not Observable Not Applicable 402.4.3 [FR20]1 Fenestration that is not site built is listed and labeled as meeting AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. Complies Does Not Not Observable Not Applicable 402.4.5 [FR16]2 IC-rated recessed lighting fixtures sealed at housing/interior finish and labeled to indicate ≤2.0 cfm leakage at 75 Pa. Complies Does Not Not Observable Not Applicable 403.3.1 [FR12]1 Supply and return ducts in attics insulated >= R-8 where duct is >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. Complies Does Not Not Observable Not Applicable 403.3.5 [FR15]3 Building cavities are not used as ducts or plenums. Complies Does Not Not Observable Not Applicable 403.4 [FR17]2 HVAC piping conveying fluids above 105 ºF or chilled fluids below 55 ºF are insulated to ≥R- 3. R-_____R-_____Complies Does Not Not Observable Not Applicable 403.4.1 [FR24]1 Protection of insulation on HVAC piping. Complies Does Not Not Observable Not Applicable 403.5.3 [FR18]2 Hot water pipes are insulated to ≥R-3. R-_____R-_____Complies Does Not Not Observable Not Applicable 403.6 [FR19]2 Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Bruni Residence Data filename:Page 5 of 10 08/01/22Report date: Reviewed by SAFEbuilt Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Bruni Residence Data filename:Page 6 of 10 08/01/22Report date: Reviewed by SAFEbuilt Section # & Req.ID Insulation Inspection Plans Verified Value Field Verified Value Complies?Comments/Assumptions 303.1 [IN13]2 All installed insulation is labeled or the installed R-values provided. Complies Does Not Not Observable Not Applicable 402.1.1, 402.2.6 [IN1]1 Floor insulation R-value.R-_____ Wood Steel R-_____ Wood Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2, 402.2.7 [IN2]1 Floor insulation installed per manufacturer’s instructions and in substantial contact with the underside of the subfloor, or floor framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Complies Does Not Not Observable Not Applicable 402.1.1, 402.2.5, 402.2.6 [IN3]1 Wall insulation R-value. If this is a mass wall with at least ½ of the wall insulation on the wall exterior, the exterior insulation requirement applies (FR10). R-_____ Wood Mass Steel R-_____ Wood Mass Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.2 [IN4]1 Wall insulation is installed per manufacturer’s instructions. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Bruni Residence Data filename:Page 7 of 10 08/01/22Report date: Reviewed by SAFEbuilt Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 402.1.1, 402.2.1, 402.2.2, 402.2.6 [FI1]1 Ceiling insulation R-value.R-_____ Wood Steel R-_____ Wood Steel Complies Does Not Not Observable Not Applicable See the Envelope Assemblies table for values. 303.1.1.1, 303.2 [FI2]1 Ceiling insulation installed per manufacturer’s instructions. Blown insulation marked every 300 ft². Complies Does Not Not Observable Not Applicable 402.2.3 [FI22]2 Vented attics with air permeable insulation include baffle adjacent to soffit and eave vents that extends over insulation. Complies Does Not Not Observable Not Applicable 402.2.4 [FI3]1 Attic access hatch and door insulation ≥R-value of the adjacent assembly. R-_____R-_____Complies Does Not Not Observable Not Applicable 402.4.1.2 [FI17]1 Blower door test @ 50 Pa. <=5 ach in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. ACH 50 =_____ACH 50 =_____Complies Does Not Not Observable Not Applicable 403.3.4 [FI4]1 Duct tightness test result of <=4 cfm/100 ft2 across the system or <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in tests, verification may need to occur during Framing Inspection. _____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.3 [FI27]1 Ducts are pressure tested to determine air leakage with either: Rough-in test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer’s air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer’s air handler enclosure. _____ cfm/100 ft2 _____ cfm/100 ft2 Complies Does Not Not Observable Not Applicable 403.3.2.1 [FI24]1 Air handler leakage designated by manufacturer at <=2% of design air flow. Complies Does Not Not Observable Not Applicable 403.1.1 [FI9]2 Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications. Complies Does Not Not Observable Not Applicable 403.1.2 [FI10]2 Heat pump thermostat installed on heat pumps. Complies Does Not Not Observable Not Applicable 403.5.1 [FI11]2 Circulating service hot water systems have automatic or accessible manual controls. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Bruni Residence Data filename:Page 8 of 10 08/01/22Report date: Reviewed by SAFEbuilt Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 403.6.1 [FI25]2 All mechanical ventilation system fans not part of tested and listed HVAC equipment meet efficacy and air flow limits. Complies Does Not Not Observable Not Applicable 403.2 [FI26]2 Hot water boilers supplying heat through one- or two-pipe heating systems have outdoor setback control to lower boiler water temperature based on outdoor temperature. Complies Does Not Not Observable Not Applicable 403.5.1.1 [FI28]2 Heated water circulation systems have a circulation pump. The system return pipe is a dedicated return pipe or a cold water supply pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. Complies Does Not Not Observable Not Applicable 403.5.1.2 [FI29]2 Electric heat trace systems comply with IEEE 515.1 or UL 515. Controls automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping. Complies Does Not Not Observable Not Applicable 403.5.2 [FI30]2 Water distribution systems that have recirculation pumps that pump water from a heated water supply pipe back to the heated water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104ºF. Complies Does Not Not Observable Not Applicable 403.5.4 [FI31]2 Drain water heat recovery units tested in accordance with CSA B55.1. Potable water-side pressure loss of drain water heat recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. Complies Does Not Not Observable Not Applicable 404.1 [FI6]1 75% of lamps in permanent fixtures or 75% of permanent fixtures have high efficacy lamps. Does not apply to low-voltage lighting. Complies Does Not Not Observable Not Applicable 404.1.1 [FI23]3 Fuel gas lighting systems have no continuous pilot light. Complies Does Not Not Observable Not Applicable 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Bruni Residence Data filename:Page 9 of 10 08/01/22Report date: Reviewed by SAFEbuilt Section # & Req.ID Final Inspection Provisions Plans Verified Value Field Verified Value Complies?Comments/Assumptions 401.3 [FI7]2 Compliance certificate posted.Complies Does Not Not Observable Not Applicable 303.3 [FI18]3 Manufacturer manuals for mechanical and water heating systems have been provided. Complies Does Not Not Observable Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1)2 Medium Impact (Tier 2)3 Low Impact (Tier 3) Project Title: Bruni Residence Data filename:Page 10 of 10 08/01/22Report date: Reviewed by SAFEbuilt 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value 20.00Above-Grade Wall 19.00Below-Grade Wall 30.00Floor 49.00Ceiling / Roof _______Ductwork (unconditioned spaces): Glass & Door Rating SHGCU-Factor 0.32Window 0.32Door Heating & Cooling Equipment Efficiency _______Heating System:_________________________ _______Cooling System:_________________________ _______Water Heater:___________________________ Name:Date: Comments Reviewed by SAFEbuilt 8/2/22 Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Reviewed by SAFEbuilt Job #: Performed for: Bruni Residence 2746 Ypsilon Circle Estes Park, CO MGI Mechanical Services 266 Basher Dr Berthoud, CO 80513 Phone: 9702871673 Scale: 1 : 81 Page 1 Right-Suit e® Univ ersal 2022 22.0.04 RSU63635 2022-Aug-01 05:41:29 ...ons\Kinley Built\Bruni\Bruni.rup N BASEMENT Bathroom 2 Bedroom 2 Laundry 2 Toilet 2 Bathroom 3 Bedroom 3 Hallway Bedroom 4 Family Room Mech 10 x 6 80 cfm 10 x 6 82 cfm 10 x 6 82 cfm Ret Riser 10 " 14 x 6 Ret Riser 25 x 12 26 x 12 20 x 8 8 " 8 " 14 x 6 80 cfm 6 " 20 x 8 12 x 12 309 cfm 14 x 6 137 cfm 7 " 12 x 10 16 x 8 6 " 6 " 10 x 6 117 cfm 7 " 5 " 5 " 6 " 5 " 5 " 5 " 5 "18 x 8 10 x 6 29 cfm 20 x 8 6 " 10 x 6 32 cfm4 " 4 " 10 x 6 105 cfm 4 " 6 " 7 " 7 " 7 " 7 " 6 " Drop garage ceiling for ducts 12 x 8 16 x 8 6 " 16 x 8 8 " Reviewed by SAFEbuilt Job #: Performed for: Bruni Residence 2746 Ypsilon Circle Estes Park, CO MGI Mechanical Services 266 Basher Dr Berthoud, CO 80513 Phone: 9702871673 Scale: 1 : 81 Page 2 Right-Suit e® Univ ersal 2022 22.0.04 RSU63635 2022-Aug-01 05:41:29 ...ons\Kinley Built\Bruni\Bruni.rup N MAIN FLOOR Living Room Dining Room Powder Pantry Office Kitchen WIC Master Bedroom ToiletLaundry Master Bath 10 x 4 87 cfm 10 x 4 60 cfm 10 x 2 8 cfm 10 x 4 79 cfm 10 x 4 16 cfm 10 x 4 57 cfm 5 " 57 cfm 10 x 4 56 cfm 10 x 4 56 cfm 12 x 4 118 cfm 12 x 4 118 cfm 12 x 4 118 cfm 14 x 6 222 cfm 14 x 14 79 cfm Ret Riser 10 " 16 x 16 473 cfm 14 x 6 225 cfm 12 x 10 10 x 4 60 cfm 12 x 4 118 cfm Reviewed by SAFEbuilt Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Project Summary Jul 27, 2022Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor:2746 Ypsilon Circle, Estes Park, CO Notes: Design Information Fort Collins AWOS, CO, USWeather: Winter Design Conditions Summer Design Conditions Outside db °F4 Outside db °F91Inside db °F72 Inside db °F75 Design TD °F68 Design TD °F16Daily range H Relative humidity %50Moisture difference gr/lb-21 Heating Summary Sensible Cooling Equipment Load Sizing Structure Btuh45546 Structure Btuh32310 Ducts Btuh0 Ducts Btuh0Central vent (72 cfm)3985 Btuh Central vent (72 cfm)Btuh938 Outside air Outside airHumidificationBtuh5567Blower Btuh0 Piping Btuh0Equipment load Btuh55098 Use manufacturer's data y Rate/swing multiplier 1.00InfiltrationEquipment sensible load Btuh33248 Method Latent Cooling Equipment Load SizingSimplified Construction quality Average1 (Average)Fireplaces Structure Btuh-734 Ducts Btuh0Central vent (72 cfm)Btuh-779 CoolingHeating Outside air34373437Area (ft²)Equipment latent load Btuh0 3201032010Volume (ft³)Air changes/hour 0.300.30 Equipment Total Load (Sen+Lat)Btuh33248 Equiv. AVF (cfm)160160 Req. total capacity at 1.00 SHR ton2.8 Heating Equipment Summary Cooling Equipment Summary Make Carrier Make CarrierTradeCarrier Comfort 95 Single-Stag...Trade 13 SEER AC Model 59SC5A080S21--20 Cond CA13NA04200L0A0AHRI ref Coil CNPVP4221ALA AHRI ref 0Efficiency95.5 AFUE Efficiency 11.0 EER, 13 SEER Heating input Btuh80000 Sensible cooling Btuh36000Heating output Btuh60800 Latent cooling Btuh0 Temperature rise °F57 Total cooling Btuh36000Actual air flow cfm1310 Actual air flow cfm1425 Air flow factor cfm/Btuh0.029 Air flow factor cfm/Btuh0.044Static pressure in H2O0.70 Static pressure in H2O0.80 Space thermostat Load sensible heat ratio 1.00 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Building Analysis Jul 27, 2022Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Heating Walls Glazing OtherCeilings Floors Inf iltration Ventilation Humidif ication % of loadBtuhBtuh/ft²Component 25.7141564.4Walls 25.11380221.8Glazing 1.686920.4Doors 5.530241.4Ceilings 8.748202.22.2Floors 16.188752.6Infiltration 00Ducts 00Piping 10.15567Humidification 7.23985Ventilation0Adjustments 100.055098Total Cooling Walls Glazing Other Ceilings Infiltration Internal Gains Ventilation % of loadBtuhBtuh/ft²Component 7.224090.7Walls 56.81888629.8Glazing 0.92886.8Doors 6.220460.9Ceilings 0.41430.1Floors 6.320880.6Infiltration 00Ducts 2.8938Ventilation 19.46450Internal gains 00Blower 0Adjustments 100.033248Total Latent Cooling Load = 0 Btuh Overall U-va lue = 0.0 65 Btuh/ft²-°F Data entries checked. Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B19-0mc-8: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 70.083694.0019.00.05392ne 290.0815204.0019.00.053380se 50.082524.0019.00.05363sw 410.0821414.0019.00.053536all R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 7100.8736034.4220.00.065815ne 3440.8717444.4220.00.065395se 7840.8739784.4220.00.065900sw 5300.8726904.4220.00.065609nw 23680.87120154.4220.00.0652718all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.320165ne 411525.0358421.80 125230.489821.800.32041se 412230.4295521.800.320136sw 568525.0495121.800.320228nw 1517326.71238821.800.320569all Low E 32: Low E Glass U.32, SHGC.32; 18 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 50025.043521.800.32020ne Low E 32: Low E Glass U.32, SHGC.32; 15 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht 112425.097921.800.32045nw Doors Door, wd sc type 1366.7541020.400.30020sw 1526.7545920.400.30023nw 2886.7586920.400.30043all Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 20460.9230241.3649.00.0202223 Reviewed by SAFEbuilt Floors Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.020302 004101.36 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 00359724.110.00.355149 R30 Floor over ambient: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar ovr 1430.208121.1230.00.033724 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 3 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Living Room By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1590.878094.4220.00.065183ne 210.871084.4220.00.06525se 2470.8712534.4220.00.065284sw 1670.878494.4220.00.065192nw 5950.8730204.4220.00.065683all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32053sw 159330.4114221.80 411825.0358721.800.320165nw 571226.3473021.800.320217all Low E 32: Low E Glass U.32, SHGC.32; 18 ft overhang (5 ft window ht, 1 ft sep.); 6.67 ft head ht 50025.043521.800.32020ne Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 6240.929221.3649.00.020678 Floors R30 Floor over ambient: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar ovr 1210.206841.1230.00.033609 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 4 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Dining Room By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 560.872824.4220.00.06564ne 860.874384.4220.00.06599nw 1420.877194.4220.00.065163all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32038ne 93725.081621.80 Low E 32: Low E Glass U.32, SHGC.32; 15 ft overhang (6 ft window ht, 1 ft sep.); 6.67 ft head ht 112425.097921.800.32045nw Doors Door, wd sc type 1526.7545920.400.30023nw Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1750.922591.3649.00.020190 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 5 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Powder By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 300.92451.3649.00.02033 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 6 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Pantry By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 350.92521.3649.00.02038 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 7 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Office By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 520.872624.4220.00.06559sw Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32038sw 113830.481621.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1410.922091.3649.00.020154 Floors R30 Floor over ambient: Flr floor, frm flr, 12" thkns, carpet flr fnsh, r-30 cav ins, gar ovr 230.201291.1230.00.033115 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 8 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Kitchen By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1420.877234.4220.00.065164ne 820.874184.4220.00.06595se 2250.8711404.4220.00.065258all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32012ne 30025.026121.80 68330.449021.800.32023se 98328.575121.800.32035all Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2720.924031.3649.00.020296 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 9 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:WIC By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 510.872594.4220.00.06559sw Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 890.921321.3649.00.02097 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 10 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Master Bedroom By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 590.872994.4220.00.06568ne 1320.876714.4220.00.065152se 1910.879704.4220.00.065220all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32045ne 112425.097921.80 56930.440821.800.32019se 169326.6138721.800.32064all Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2350.923481.3649.00.020256 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 11 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Toilet By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 290.871494.4220.00.06534sw Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 220.92331.3649.00.02024 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 12 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Laundry By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 130.92191.3649.00.02014 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 13 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Master Bath By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1080.875474.4220.00.065124se 640.873264.4220.00.06574sw 1720.878734.4220.00.065197all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32021sw 63130.445321.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 1450.922141.3649.00.020158 Floors (none) Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 14 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Bathroom 2 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B19-0mc-8: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 100.084954.0019.00.053124se 50.082524.0019.00.05363sw 140.087464.0019.00.053187all Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.02096 001311.36 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 15 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Bedroom 2 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1060.875364.4220.00.065121sw 1220.876174.4220.00.065140nw 2270.8711534.4220.00.065261all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32025sw 75930.454421.80 Doors (none) Ceilings (none) Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 0076624.110.00.35532 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 16 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Laundry 2 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.02048 00661.36 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 17 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Toilet 2 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B19-0mc-8: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 50.082524.0019.00.05363ne 50.082794.0019.00.05370se 100.085314.0019.00.053133all Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.02054 00741.36 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 18 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Bathroom 3 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B19-0mc-8: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 20.081174.0019.00.05329ne Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.02048 00661.36 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 19 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Bedroom 3 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B19-0mc-8: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 70.083874.0019.00.05397se R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 940.874784.4220.00.065108ne Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32020ne 50025.043521.80 Doors (none) Ceilings (none) Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 0060424.110.00.35525 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 20 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Hallway By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B19-0mc-8: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 20.08814.0019.00.05320se R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 510.872594.4220.00.06559sw 650.873284.4220.00.06574nw 1160.875874.4220.00.065133all Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 0041024.110.00.35517 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 21 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Bedroom 4 By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 1180.875974.4220.00.065135ne 1180.875974.4220.00.065135sw 900.874594.4220.00.065104nw 3260.8716524.4220.00.065374all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32063nw 156625.0136421.80 Doors (none) Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 2520.923731.3649.00.020274 Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 00117124.110.00.35549 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 22 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Family Room By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls R20 Frame Wall: Frm wall, wd ext, 3/8" wood shth, r-20 cav ins, 1/2" gypsum board int fnsh, 2"x6" wood frm, 16" o.c. stud 820.874154.4220.00.06594ne 670.873394.4220.00.06577sw 1480.877534.4220.00.065170all Partitions (none) Windows Low E 32: Low E Glass U.32, SHGC.32; 6.67 ft head ht 0.32050ne 125425.0109221.80 Doors Door, wd sc type 1366.7541020.400.30020sw Ceilings R49 Attic: Attic ceiling, asphalt shingles roof mat, r-49 ceil ins, 1/2" gypsum board int fnsh 110.92161.3649.00.02012 Floors 22B-10tpm: Bg floor, heavy dry or light damp soil, on grade depth, r-10 edge ins 0064624.110.00.35527 Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:31 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 23 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Component Constructions Jul 27, 2022Date:Mech By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) SimplifiedMethod)H(30-Da ily ra nge (°F) AverageConstruction quality62-We t bu lb (°F) 1 (Average)Fireplaces7.515.0Wind speed (mph) Construction descriptions GainLossClg HTMHtg HTMInsul RU-valueAreaOr BtuhBtuh/ft²BtuhBtuh/ft²ft²-°F/BtuhBtuh/ft²-°Fft² Walls 15B19-0mc-8: Bg wall, light dry soil, 2"x6" metal int frm, concrete wall, r-19 cav ins, 8" thk, 1/2" gypsum board int fnsh 50.082794.0019.00.05370se Partitions (none) Windows (none) Doors (none) Ceilings (none) Floors 21A-32t: Bg floor, heavy dry or light damp soil, 8' depth 00.02054 00741.36 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Entire House Living Room 2 Exposed wall 394.5 ft 65.8 ft 3 Room height 10.1 ft 14.0 heat/coolft 4 Room dimensions ft677.8x1.0 5 Room area 3436.5 f t²677.8 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 92 92 369 7 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 1000 815 3603 710 203 183 809 159 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 165 0 3584 4115 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 20 0 435 500 20 0 435 500 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 380 380 1520 29 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 436 395 1744 344 25 25 108 21 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 41 0 898 1252 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 63 63 252 5 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 1056 900 3978 784 336 284 1253 247 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 136 0 2955 4122 53 0 1142 1593 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 20 20 410 136 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 904 609 2690 530 357 192 849 167 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 228 0 4951 5685 165 0 3587 4118 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 45 0 979 1124 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 23 23 459 152 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 2223 2223 3024 2046 678 678 922 624 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 302 302 410 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 1198 149 3597 0 0 0 0 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 724 724 812 143 609 609 684 121 6 c) AED excursion 2089 1680 Envelope loss/gain 36671 23772 9790 9230 12 a)Infiltration 8875 2088 2365 556 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 5 1150 0 0 Appliances/other 5300 900 Subtotal (lines 6 to 13)45546 32310 12155 10687 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 0 0 51 33 14 Subtotal 45546 32310 12206 10719 15 Duct loads 0%0%0 0 -0%0%0 0 Total room load 45546 32310 12206 10719 Air required (cfm)Air required (cfm)1310 1425 351 473 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 2...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Dining Room Powder 2 Exposed wall 29.8 ft 0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft190.1x1.0 ft33.1x1.0 5 Room area 190.1 f t²33.1 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 101 64 282 56 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 38 0 816 937 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 167 99 438 86 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 45 0 979 1124 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 23 23 459 152 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 190 190 259 175 33 33 45 30 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -157 -2 Envelope loss/gain 3232 2373 45 29 12 a)Infiltration 688 162 0 0 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)3920 2535 45 29 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 5 3 -45 -29 14 Subtotal 3925 2538 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 3925 2538 0 0 Air required (cfm)Air required (cfm)113 112 0 0 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 3...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Pantry Office 2 Exposed wall 0 ft 10.8 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft38.1x1.0 ft153.5x1.0 5 Room area 38.1 f t²153.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 0 0 0 0 97 59 262 52 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 38 0 816 1138 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 38 38 52 35 154 154 209 141 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 115 115 129 23 6 c) AED excursion -2 370 Envelope loss/gain 52 33 1415 1724 12 a)Infiltration 0 0 249 58 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)52 33 1664 1782 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -52 -33 0 0 14 Subtotal 0 0 1664 1782 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 1664 1782 Air required (cfm)Air required (cfm)0 0 48 79 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 4...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Kitchen WIC 2 Exposed wall 32.5 ft 6.5 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft296.1x1.0 ft96.8x1.0 5 Room area 296.1 f t²96.8 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 176 164 723 142 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 12 0 261 300 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 117 95 418 82 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 23 0 490 683 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 0 0 0 0 59 59 259 51 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 296 296 403 272 97 97 132 89 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -114 -11 Envelope loss/gain 2294 1366 390 129 12 a)Infiltration 751 177 150 35 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 1000 0 Subtotal (lines 6 to 13)3045 2542 541 165 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 41 26 5 120 14 Subtotal 3086 2568 545 285 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 3086 2568 545 285 Air required (cfm)Air required (cfm)89 113 16 13 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 5...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Master Bedroom Toilet 2 Exposed wall 25.8 ft 3.8 ft 3 Room height 11.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft16.5x15.5 ft3.8x6.5 5 Room area 255.8 f t²24.4 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 113 68 299 59 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 45 0 979 1124 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 171 152 671 132 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 19 0 408 569 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 0 0 0 0 34 34 149 29 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 256 256 348 235 24 24 33 22 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -169 -4 Envelope loss/gain 2705 1950 182 47 12 a)Infiltration 728 171 87 20 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 2 460 0 0 Appliances/other 0 0 Subtotal (lines 6 to 13)3433 2582 269 68 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 5 120 0 0 14 Subtotal 3438 2702 269 68 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 3438 2702 269 68 Air required (cfm)Air required (cfm)99 119 8 3 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 6...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Laundry Master Bath 2 Exposed wall 0 ft 24.3 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft3.8x3.8 ft157.5x1.0 5 Room area 14.1 f t²157.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 0 0 0 0 124 124 547 108 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 0 0 0 0 95 74 326 64 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 21 0 453 631 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 14 14 19 13 158 158 214 145 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -32 156 Envelope loss/gain 19 -19 1540 1104 12 a)Infiltration 0 0 561 132 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 500 500 Subtotal (lines 6 to 13)19 481 2100 1736 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -19 -481 10 241 14 Subtotal 0 0 2110 1977 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 2110 1977 Air required (cfm)Air required (cfm)0 0 61 87 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 7...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Bathroom 2 Bedroom 2 2 Exposed wall 20.8 ft 31.8 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft7.0x13.8 ft240.9x1.0 5 Room area 96.3 f t²240.9 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 124 124 495 10 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 63 63 252 5 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 0 0 0 0 146 121 536 106 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 25 0 544 759 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 0 0 0 0 140 140 617 122 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 96 96 131 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 241 32 766 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -32 219 Envelope loss/gain 877 -18 2463 1205 12 a)Infiltration 53 13 734 173 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 1 230 Appliances/other 500 0 Subtotal (lines 6 to 13)931 494 3197 1608 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 186 5 448 519 14 Subtotal 1117 499 3646 2127 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 1117 499 3646 2127 Air required (cfm)Air required (cfm)32 22 105 94 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 8...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Laundry 2 Toilet 2 2 Exposed wall 0 ft 14.8 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft6.3x7.8 ft7.0x7.8 5 Room area 48.4 f t²54.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 63 63 252 5 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 0 0 0 0 70 70 279 5 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 48 48 66 0 54 54 74 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 0 0 0 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -31 -1 Envelope loss/gain 66 -31 604 9 12 a)Infiltration 0 0 38 9 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13)66 469 642 18 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -66 -469 377 478 14 Subtotal 0 0 1020 496 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 1020 496 Air required (cfm)Air required (cfm)0 0 29 22 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 9...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Bathroom 3 Bedroom 3 2 Exposed wall 3.3 ft 25.0 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft6.3x7.8 ft154.6x1.0 5 Room area 48.4 f t²154.6 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 29 29 117 2 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 0 0 0 0 128 108 478 94 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 20 0 435 500 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 0 0 0 0 97 97 387 7 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 0 0 0 0 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 48 48 66 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 0 0 0 0 155 25 603 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -31 -53 Envelope loss/gain 183 -29 1904 549 12 a)Infiltration 8 2 357 84 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 1 230 Appliances/other 500 0 Subtotal (lines 6 to 13)191 473 2261 863 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -191 -473 526 69 14 Subtotal 0 0 2787 932 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 2787 932 Air required (cfm)Air required (cfm)0 0 80 41 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 10...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Hallway Bedroom 4 2 Exposed wall 17.0 ft 48.5 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft246.7x1.0 ft15.0x18.5 5 Room area 246.7 f t²277.5 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 0 0 0 0 135 135 597 118 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 20 20 81 2 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 59 59 259 51 135 135 597 118 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 74 74 328 65 167 104 459 90 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 63 0 1364 1566 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 0 0 0 0 274 274 373 252 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 0 0 0 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 247 17 410 0 278 49 1171 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -12 467 Envelope loss/gain 1078 105 4560 2611 12 a)Infiltration 347 82 1121 264 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13)1425 187 5682 3105 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution -1425 -187 0 0 14 Subtotal 0 0 5682 3105 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 0 0 5682 3105 Air required (cfm)Air required (cfm)0 0 163 137 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:32Right-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 11...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Right-J® W or ksheet Jul 27, 2022Date:Entire House By:MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 1 Room name Family Room Mech 2 Exposed wall 26.8 ft 7.8 ft 3 Room height 9.0 heat/coolft 9.0 heat/coolft 4 Room dimensions ft278.0x1.0 ft7.0x7.8 5 Room area 278.0 f t²54.3 f t² Ty Construction U-value Or HTM Area (f t²)Load Area (f t²)Load number (Bt uh/f t²-°F)(Bt uh/f t²-°F)(Bt uh/f t²)(Bt uh/f t²)or perimeter (ft)(Btuh)or perimeter (ft)(Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 WW 15B19-0mc-815B19-0mc-8 0.1050.105 nene 4.004.00 0.080.08 0 0 0 0 0 0 0 0 .WW R20 Frame WallR20 Frame Wall 0.0650.065 nene 4.424.42 0.870.87 144 94 415 82 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 50 0 1092 1254 0 0 0 0 .GG Low E 32Low E 32 0.3200.320 nene 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 1 1 WW 15B19-0mc-815B19-0mc-8 0.1050.105 sese 4.004.00 0.080.08 0 0 0 0 70 70 279 5 WW R20 Frame WallR20 Frame Wall 0.0650.065 sese 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 sese 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 WW 15B19-0mc-815B19-0mc-8 0.1050.105 swsw 4.004.00 0.080.08 0 0 0 0 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 swsw 4.424.42 0.870.87 97 77 339 67 0 0 0 0 GG Low E 32Low E 32 0.3200.320 swsw 21.7621.76 30.3530.35 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 swsw 20.4020.40 6.756.75 20 20 410 136 0 0 0 0 WW R20 Frame WallR20 Frame Wall 0.0650.065 nwnw 4.424.42 0.870.87 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 GG Low E 32Low E 32 0.3200.320 nwnw 21.7621.76 24.9824.98 0 0 0 0 0 0 0 0 DD Door, wd sc typeDoor, wd sc type 0.3000.300 nwnw 20.4020.40 6.756.75 0 0 0 0 0 0 0 0 CC R49 AtticR49 Attic 0.0200.020 --1.361.36 0.920.92 12 12 16 11 0 0 0 0 FF 21A-32t21A-32t 0.0200.020 --1.361.36 0.000.00 0 0 0 0 54 54 74 0 FF 22B-10tpm22B-10tpm 0.3550.355 --24.1424.14 0.000.00 278 27 646 0 0 0 0 0 FF R30 Floor over ambie 0.033R30 Floor over ambie 0.033 --1.121.12 0.200.20 0 0 0 0 0 0 0 0 6 c) AED excursion -151 -1 Envelope loss/gain 2918 1399 353 5 12 a)Infiltration 619 146 20 5 b)Room ventilation 0 0 0 0 13 Internal gains:Occupants @ 230230 0 0 0 0 Appliances/other 900 0 Subtotal (lines 6 to 13)3536 2444 372 9 Less external loadLess external load 0 0 0 0 Less transferLess transfer 0 0 0 0 RedistributionRedistribution 516 68 -372 -9 14 Subtotal 4053 2512 0 0 15 Duct loads -0%0%0 0 -0%0%0 0 Total room load 4053 2512 0 0 Air required (cfm)Air required (cfm)117 111 0 0 Reviewed by SAFEbuilt Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2022-Aug-01 05:40:34 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Loads for Multiple Orientations Jul 27, 2022Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Front Door North Northeast East Southeast South Southwest West Northwest Sensible Load (Btuh)29032 31040 29131 31425 30331 33971 32151 33248 Latent Load (Btuh)0 0 0 0 0 0 0 0 Total Load (Btuh)29032 31040 29131 31425 30331 33971 32151 33248 Heating AVF (cfm)1310 1310 1310 1310 1310 1310 1310 1310 Cooling AVF (cfm)1425 1425 1425 1425 1425 1425 1425 1425 Building Orientation Cooling Load To t a l C o o l i n g L o a d ( B t u h ) Direction Front Door faces 0 10000 20000 30000 40000 N NE E SE S SW W NW Front Door faces NorthwestCurrent Orientation: Front Door faces SouthwestHighest Cooling Load: Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:35 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:AED Assessment Jul 27, 2022Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Design Conditions Location:CoolingHeatingIndoor: 7572Indoor temp era ture (°F)Fort Collins AWOS, CO, US 1668Design TD (°F)ft8050Elevation: 5030Relative humidity (%)°N40Latitude: Outdoor:-21.540.0Moisture difference (gr/lb)CoolingHeating Infiltration:914Dry bul b (°F) )H(30-Da ily ra nge (°F) 62-We t bu lb (°F) 7.515.0Wind speed (mph) Test for Adequate Exposure Diversity Hourly Glazing Load Hourly Average AED limit Gl a z i n g l o a d ( B t u h ) Hour of Day 0 2,000 4,000 6,000 8,000 10,000 12,000 14,000 16,000 18,000 20,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Maximum hourly glazing load exceeds average by 45.2%. House does not have adequate exposure diversity (AED), based on AED limit of 30%. AED excursion: 2089 Btuh (PFG - 1.3*AFG) Reviewed by SAFEbuilt 2022-Aug-01 05:40:35 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Duct system multi orientation report Jul 27, 2022Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Group 1: ( N) Group 2: (NE) Group 3: ( E) Group 4: (SE) Group 5: ( S) Group 6: (SW) Group 7: ( W) Group 8: (NW) Duct Name (SE)(E)(NE)(N) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 410x632 h410x632 h410x632 h410x632 h Bedroom 2 610x6105 h610x6105 h610x6105 h610x6105 h Bedroom 3 610x680 h610x680 h610x680 h610x680 h Bedroom 4 610x682 h610x686 c610x682 h610x682 h Bedroom 4-A 610x682 h610x686 c610x682 h610x682 h Dining Room 510x466 c510x456 h510x458 c510x466 c Dining Room-A 510x466 c510x456 h510x458 c510x466 c Family Room 710x6143 c710x6124 c810x6152 c810x6176 c Kitchen 510x465 c610x472 c510x464 c510x455 c Kitchen-A 5565 c6572 c5564 c5555 c Living Room 712x496 c712x4117 c712x4103 c612x488 h Living Room-A 712x496 c712x4117 c712x4103 c612x488 h Living Room-B 612x496 c712x4117 c712x4103 c612x488 h Living Room-C 612x496 c712x4117 c712x4103 c612x488 h Master Bath 610x488 c510x468 c610x473 c610x487 c Master Bedroom 510x471 c510x468 c610x480 c610x481 c Master Bedroom-A 610x471 c510x468 c610x480 c610x481 c Office 610x473 c510x448 h510x452 c610x477 c Toilet 410x28 h410x28 h410x28 h410x28 h Toilet 2 410x629 h410x629 h410x629 h410x629 h WIC 410x416 h410x416 h410x416 h410x416 h Supply Trunks st1A 14x8458 c14x8502 c14x8463 c12x8427 c st1 18x8682 c18x8683 c18x8651 c18x8647 c st2 20x8743 c20x8742 c20x8774 c20x8778 c st2A 12x8394 c12x8393 h12x8405 c12x8417 c Return Branches rb1 614x1473 c514x1448 h514x1452 c614x1477 c rb8 714x6137 h714x6137 h714x6137 h714x6137 h rb4 10x1016x16385 c12x1016x16469 c10x1016x16411 c10x1016x16351 h rb7 614x680 h614x680 h614x680 h614x680 h rb5 814x6261 c814x6240 c814x6244 c814x6241 c rb3 814x6247 c814x6222 c814x6250 c814x6265 c rb2 1012x12309 h1012x12320 c1012x12312 c1012x12309 h Return Trunks rt3 20x8577 c20x8597 c20x8562 c20x8544 c rt3A 14x8458 c14x8502 c14x8463 c12x8427 c rt2 20x8848 c20x8828 c20x8863 c20x8881 c rt5 10x10385 c12x10469 c10x10411 c10x10351 h rrs1 25x121425 c25x121425 c25x121425 c10351 h Reviewed by SAFEbuilt 2022-Aug-01 05:40:35 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW rt2A 8261 c8240 c8244 c8241 c rrs2 10385 c10469 c10411 c25x121425 c rt1 26x121425 c26x121425 c26x121425 c26x121425 c Friction Rates Heating FR 0.0650.0650.0650.065 Cooling FR 0.0720.0720.0720.072 Reviewed by SAFEbuilt 2022-Aug-01 05:40:35 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 3 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Duct Name (NW)(W)(SW)(S) Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 410x632 h410x632 h410x632 h410x632 h Bedroom 2 610x6105 h610x6105 h610x6105 h710x6118 c Bedroom 3 610x680 h610x680 h610x680 h610x680 h Bedroom 4 610x682 h610x695 c610x682 h610x682 h Bedroom 4-A 610x682 h610x695 c610x682 h610x682 h Dining Room 510x465 c510x456 h510x456 h510x457 c Dining Room-A 510x465 c510x456 h510x456 h510x457 c Family Room 710x6130 c710x6117 h710x6117 h810x6160 c Kitchen 510x452 c510x457 c510x457 c510x459 c Kitchen-A 5552 c5557 c5557 c5559 c Living Room 712x4113 c712x4134 c712x4118 c612x488 h Living Room-A 712x4113 c712x4134 c712x4118 c612x488 h Living Room-B 712x4113 c712x4134 c712x4118 c612x488 h Living Room-C 712x4113 c712x4134 c712x4118 c612x488 h Master Bath 610x478 c610x473 c610x487 c610x4108 c Master Bedroom 510x462 c510x450 c510x460 c510x472 c Master Bedroom-A 510x462 c510x450 c510x460 c610x472 c Office 510x463 c510x450 c610x479 c710x4107 c Toilet 410x28 h410x28 h410x28 h410x28 h Toilet 2 410x629 h410x629 h410x629 h410x629 h WIC 410x416 h410x416 h410x416 h410x416 h Supply Trunks st1A 14x8517 c16x8584 c16x8551 c14x8451 c st1 20x8714 c20x8771 c20x8770 c20x8719 c st2 20x8711 c18x8690 h18x8690 h20x8706 c st2A 12x8413 c12x8393 h12x8393 h12x8393 h Return Branches rb1 514x1463 c514x1450 c614x1479 c614x14107 c rb8 714x6137 h714x6137 h714x6137 h714x6142 c rb4 12x1016x16453 c14x1016x16534 c12x1016x16473 c10x1016x16351 h rb7 614x680 h614x680 h614x680 h614x680 h rb5 814x6234 c814x6225 c814x6225 c814x6233 c rb3 814x6218 c814x6189 c814x6222 c814x6271 c rb2 1012x12309 h1012x12309 h1012x12309 h1012x12309 h Return Trunks rt3 20x8621 c20x8683 c20x8667 c20x8593 c rt3A 14x8517 c16x8584 c16x8551 c14x8451 c rt2 20x8804 c20x8774 h20x8774 h20x8832 c rt5 12x10453 c12x10534 c12x10473 c10x10351 h rrs1 25x121425 c10534 c25x121425 c10351 h rt2A 8234 c8225 c8225 c8233 c rrs2 10453 c25x121425 c10473 c25x121425 c rt1 26x121425 c26x121425 c26x121425 c26x121425 c Friction Rates Heating FR 0.0650.0650.0650.065 Cooling FR 0.0720.0720.0720.072 Reviewed by SAFEbuilt 2022-Aug-01 05:40:35 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 4 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Duct Name SmalestLargest Duct SizeReg SizeReg CFMDuct SizeReg SizeReg CFM Supply Branches Bathroom 2 410x632 h410x632 h Bedroom 2 610x6105 h710x6118 c Bedroom 3 610x680 h610x680 h Bedroom 4 610x682 h610x695 c Bedroom 4-A 610x682 h610x695 c Dining Room 510x456 h510x466 c Dining Room-A 510x456 h510x466 c Family Room 710x6117 h810x6176 c Kitchen 510x452 c610x472 c Kitchen-A 5552 c6572 c Living Room 612x488 h712x4134 c Living Room-A 612x488 h712x4134 c Living Room-B 612x488 h712x4134 c Living Room-C 612x488 h712x4134 c Master Bath 510x468 c610x4108 c Master Bedroom 510x450 c610x481 c Master Bedroom-A 510x450 c610x481 c Office 510x448 h710x4107 c Toilet 410x28 h410x28 h Toilet 2 410x629 h410x629 h WIC 410x416 h410x416 h Supply Trunks st1A 12x8427 c16x8584 c st1 18x8647 c20x8771 c st2 18x8690 h20x8778 c st2A 12x8393 h12x8417 c Return Branches rb1 514x1448 h614x14107 c rb8 714x6137 h714x6142 c rb4 10x1016x16351 h14x1016x16534 c rb7 614x680 h614x680 h rb5 814x6225 c814x6261 c rb3 814x6189 c814x6271 c rb2 1012x12309 h1012x12320 c Return Trunks rt3 20x8544 c20x8683 c rt3A 12x8427 c16x8584 c rt2 20x8774 h20x8881 c rt5 10x10351 h12x10534 c rrs1 10351 h251425 c rt2A 8225 c8261 c rrs2 10x0385 c25x121425 c rt1 26x121425 c26x121425 c Friction Rates Heating FR 0.0650.065 Cooling FR 0.0720.072 Reviewed by SAFEbuilt 2022-Aug-01 05:40:35 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 5 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Background Color Legend Yellow background Duct Size - duct size is smaller than the largest duct size in the row Reg Size - register size is smaller than the largest register size in the row Reg CFM - register design cfm is larger than 150 CFM Friction Rate - friction rate is outside ACCA Manual-D recommended range (0.06 - 0.18) Pink background column header Largest coolling load orientation Reviewed by SAFEbuilt 2022-Aug-01 05:40:37 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Static Pressure and Friction Rate Jul 27, 2022Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO Available Static Pressure CoolingHeating (in H2O)(in H2O) 0.800.70External static pressure Pressure losses 0.230.19Coil 00Heat exchanger 0.030.03Supply diffusers 0.030.03Return grilles 0.140.12Filter 00Humidifier 00Balancing damper 00Other device 0.370.33Available static pressure Total Effective Length ReturnSupply (ft)(ft) 129Measured length of run-out 4239Measured length of trunk 195205Equivalent length of fittings 238273Total length 511Total effective length Friction Rate CoolingHeating (in/100ft)(in/100ft) OK0.072OK0.065Supply Ducts OK0.072OK0.065Return Ducts Fitting Equivalent Length Details 4G=80, 8A7=30, 2J2=65, 12O1=10, 8E=10, 1D=10: TotalEL=205Supply 6M=20, 8A7=30, 8A7=30, 6CA=10, 12F1=20, 8E=10, 6CA=10, 10B=10, 8E=10, 5I1=45: TotalEL=195Return Reviewed by SAFEbuilt 2022-Aug-01 05:40:37 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 1 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Job:Duct System Summary Jul 27, 2022Date:Entire House By: MGI Mechanical Services 266 Basher Dr, Berthoud, CO 80513 Phone: 9702871673 Project Information Bruni Residence, Kinley BuiltFor: 2746 Ypsilon Circle, Estes Park, CO CoolingHeating External static pressure in H2O0.80in H2O0.70 Pressure losses in H2O0.43in H2O0.37 Available static pressure in H2O0.37in H2O0.33 Supply / return available pressure 0.176 / 0.154 in H2O in H2O0.198 / 0.172 Lowest friction rate in/100ft0.072in/100ft0.065 Actual air flow cfm1425cfm1310 Total effective length (TEL)ft511 Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Eqv Name (Btuh)(cfm)(cfm)FR (in)(in)Matl Ln (ft)Ln (ft)Trunk st1175.010.0ShMt0x04.00.09522321117hBathroom 2 st1160.026.8ShMt0x06.00.094941053646hBedroom 2 st2150.040.8ShMt0x06.00.09341802787hBedroom 3 st2A160.068.8ShMt0x06.00.07768822841hBedroom 4 st2A170.070.3ShMt0x06.00.07368822841hBedroom 4-A st2A180.057.0ShMt0x05.00.07456561962hDining Room st2A175.051.3ShMt0x05.00.07856561962hDining Room-A st2A185.054.0ShMt0x07.00.0741111174053hFamily Room st2165.024.0ShMt0x05.00.10557441284cKitchen st2160.039.0ShMt0x05.00.09957441284cKitchen-A st1A205.068.0ShMt0x07.00.072118882680cLiving Room st1A200.065.0ShMt0x07.00.075118882680cLiving Room-A st1A180.047.5ShMt0x07.00.087118882680cLiving Room-B st1A190.057.8ShMt0x07.00.080118882680cLiving Room-C st1170.017.0ShMt0x06.00.10687611977cMaster Bath st2155.06.8ShMt0x05.00.12260491351cMaster Bedroom st2170.014.5ShMt0x05.00.10760491351cMaster Bedroom-A st1A185.037.8ShMt0x06.00.08979481782cOffice st1165.021.8ShMt0x04.00.09438269hToilet st210.08.5ShMt0x04.00.95422291020hToilet 2 st1150.028.5ShMt0x04.00.0991316545hWIC Reviewed by SAFEbuilt Bold/italic values have been manually overridden 2022-Aug-01 05:40:37 Rig ht-Su ite® U niv er sal 20 22 22 .0.04 RSU6 3635 Page 2 ...\Load Calculations\Kinley Built\Bruni\Bruni.rup Calc = MJ8 Front Door faces: NW Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk st1A Peak AVF 399 551 0.072 620 11.8 16x8 ShtMetl st1 st1 Peak AVF 620 770 0.072 693 13.3 20x8 ShtMetl st2 Peak AVF 690 655 0.073 690 12.8 18x8 ShtMetl st2A Peak AVF 393 360 0.073 589 10.3 12x8 ShtMetl st2 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in)(cfm)(cfm)(ft)FR (fpm)(in)(in)Opening (in)Matl Trunk rb1 0x 480 79 173.8 0.099 400 6.0 x0 0 ShMt rt3A rb8 0x 1370 116 132.8 0.116 513 7.0 x0 0 ShMt rt3 rb4 0x 3510 473 237.5 0.072 567 11.1 x10 12 ShMt rrs2 rb7 0x 800 41 154.5 0.099 408 6.0 x0 0 ShMt rt2 rb5 0x 2020 225 203.3 0.085 645 8.0 x0 0 ShMt rt2A rb3 0x 1830 222 140.5 0.123 636 8.0 x0 0 ShMt rt2 rb2 0x 3090 270 108.0 0.142 567 10.0 x0 0 ShMt rt2 Return Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm)(cfm)FR (fpm)(in)(in)Material Trunk rt3 Peak AVF 536 667 0.072 600 12.2 20x8 ShtMetl rrs1 rt3A Peak AVF 399 551 0.072 620 11.8 16x8 ShtMetl rt3 rt2 Peak AVF 774 758 0.076 697 13.8 20x8 ShtMetl rrs1 rt5 Peak AVF 351 473 0.072 567 11.1 12x10 ShtMetl rt3A rrs2 Peak AVF 351 473 0.072 867 10.0 0x0 ShtMetl rt5 rt2A Peak AVF 202 225 0.085 645 8.0 0x0 ShtMetl rt2 rrs1 Peak AVF 1310 1425 0.072 684 7.2 25x12 ShtMetl rt1 rt1 Peak AVF 1310 1425 0.072 658 16.8 26x12 ShtMetl Reviewed by SAFEbuilt GAS LINE PRESSURE___________________ ONE LINE DRAWING TO BE ON THIS FORM. ONE LINE TO SHOW ALL DISTANCES FROM POINT TO POINT, BTU'S, SIZES OF PIPE AND PIPE MATERIAL USED BACK TO THE METER. ALL EXISTING EQUIPMENT TO BE SHOWN, ALL NEW EQUIPMENT AND PIPING TO BE CLOUDED. CALULATIONS TO INCLUDE FITTINGS.